u.s. department of transportation …...2007/09/21 · u.s. department of transportation federal...
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US DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION
CAUFORNIA DIVISION 650 Capitol Mall Suite 4-100
Sacramento CA 95814
September 21 2007 lN REPLY REFER TO
HDA-CA File 443
Document S50764
Mr Will Kempton Director California Depaitment of Transportation 1120 N Street Sacramento CA 95814
Attention Federal Resources Office Room 3 500 For Bob Pie plow Chief Division of Construction
Dear Mr Kempton
SUBJECT Joint Process Review on Quality Assurance Program
For the past six months we have been coordinating with your Materials Engineering Testing Services (METS) and Division of Construction to finalize a Process Review for Quality Assurance Program The review was conducted with the assistance of various individuals within your Departments METS Local Assistance and Construction as well as selected Independent Assurance staff and Resident Engineers in the field to whom we would like to express our sincere appreciation
In summary the purpose of this review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance (QA) review performed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accomplish these objectives the FHW A California Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (City of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
We have identified the following six areas for State and Local Agencies to evaluate and act upon in the short term
A) CaJtrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on cmrent Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
f1 ti I l N r- SI i - -
AMERICAN ECONOMY
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E)
G)
B) Caltrans should complete development of and implement the on-line and web-enabled database for tester ce1tification or Caltrans should develop and implement a standard spreadsheet for projects on the NHS that will be used until such time as a database goes online
C) Caltrans should develop and implement an action plan on frequency for retesting the written po1tion of the ce11ification program
D) Caltrans should implement that the full name of the tester be identified on all Caltrans forms
E) Caltrans should increase IA resources in District 10 and 7 F) Caltrans should review procedures to ensure that Project Ce1tification Memorandums are
generated after each construction project and forwarded to FHWA
We have identified seven recommendations that can be incorporated into your existing annual constmction monitoring efforts
A) Caltrans should implement shadow testing to run gradations on the aggregate obtained from the ignition oven
B) Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
C) Caltrans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
D) Caltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
F)
Caltrans should develop and implement procedures to have the Central materials laboratory review all test procedures and equipment calibration in District laboratories Caltrans Local Assistance should update and implement a revised Chapter 16 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training Caltrans should develop and implement an action plan to expand the minimum conoboration testing to include Hot Mix Asphalt sampling (CT I 25) and for Portland Cement Concrete such as Air Content (CT 504) Unit Weight (CT 518) and Penetration (CT 533)
Please review the recommendations and provide us with an implementation plan by December 3 2007 If you have any questions or would like to meet with us to discuss anything fmther please contact Jason Dietz Construction and Materials Engineer at (916) 498-5886
t1 44J
Enclosures
Sincerely
ivTVnlpoundj
Gene K Fong Division Administrator
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cc (E-mail wEnclosures) Teny Abbott Caltrans Gene Mallette Caltrans Phil Stolarski Caltrans Terrie Bressette Caltrans Chuck Suszko Caltrans Eugene Shy Caltrans Don Roberts Caltrans Sandra Garcia-Aline FHW A Jason Dietz FHW A Bren George FHW A
JDietzjh
Joint Process Review On
Quality Assurance Program
September 2007
0 Fetleml Higlnv11y A1111i11istmtio11 (FHWA-CA) (S50765)
California Department of Tranpoltation (Division of Local Assistance 07-08)
Approved -SANifM
California Division Director of Field Operations Officer
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PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
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County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
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I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
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sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
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implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
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Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
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For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
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Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
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The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
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VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
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hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
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2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
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e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
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Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
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Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
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4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
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Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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X X X X X X
X X X X X X
X X X X X xi x X X XI
X X X X X X X
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X X X X X X X X
X X X X X
X X X X
X X X X X
gt X
X X X X X
X X
I X X X X X X
X X X X X X X X X X X
I X X X I X X I
X X X
X
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X X X X X
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X X
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X X
X
X
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X X
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7 i X X
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X X X X
X X X X
I
X X
X gt
XiX
X I X X X X X X
X X X X X
X gtl
X X X X X X XI X X X X X X J( X
t 1 lt
bull X X X I
IX X I
I X
X X X X X
X X
X X X X
X )(
gtj X X X
X X I
X I X
X
X X
X X X X
X
X X X X
X X X
Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
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- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
2
E)
G)
B) Caltrans should complete development of and implement the on-line and web-enabled database for tester ce1tification or Caltrans should develop and implement a standard spreadsheet for projects on the NHS that will be used until such time as a database goes online
C) Caltrans should develop and implement an action plan on frequency for retesting the written po1tion of the ce11ification program
D) Caltrans should implement that the full name of the tester be identified on all Caltrans forms
E) Caltrans should increase IA resources in District 10 and 7 F) Caltrans should review procedures to ensure that Project Ce1tification Memorandums are
generated after each construction project and forwarded to FHWA
We have identified seven recommendations that can be incorporated into your existing annual constmction monitoring efforts
A) Caltrans should implement shadow testing to run gradations on the aggregate obtained from the ignition oven
B) Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
C) Caltrans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
D) Caltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
F)
Caltrans should develop and implement procedures to have the Central materials laboratory review all test procedures and equipment calibration in District laboratories Caltrans Local Assistance should update and implement a revised Chapter 16 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training Caltrans should develop and implement an action plan to expand the minimum conoboration testing to include Hot Mix Asphalt sampling (CT I 25) and for Portland Cement Concrete such as Air Content (CT 504) Unit Weight (CT 518) and Penetration (CT 533)
Please review the recommendations and provide us with an implementation plan by December 3 2007 If you have any questions or would like to meet with us to discuss anything fmther please contact Jason Dietz Construction and Materials Engineer at (916) 498-5886
t1 44J
Enclosures
Sincerely
ivTVnlpoundj
Gene K Fong Division Administrator
3
cc (E-mail wEnclosures) Teny Abbott Caltrans Gene Mallette Caltrans Phil Stolarski Caltrans Terrie Bressette Caltrans Chuck Suszko Caltrans Eugene Shy Caltrans Don Roberts Caltrans Sandra Garcia-Aline FHW A Jason Dietz FHW A Bren George FHW A
JDietzjh
Joint Process Review On
Quality Assurance Program
September 2007
0 Fetleml Higlnv11y A1111i11istmtio11 (FHWA-CA) (S50765)
California Department of Tranpoltation (Division of Local Assistance 07-08)
Approved -SANifM
California Division Director of Field Operations Officer
2
PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
3
County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
4
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
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Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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I
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X X X X X
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X X X X X X XI X X X X X X J( X
t 1 lt
bull X X X I
IX X I
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X X X X X
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gtj X X X
X X I
X I X
X
X X
X X X X
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
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- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
3
cc (E-mail wEnclosures) Teny Abbott Caltrans Gene Mallette Caltrans Phil Stolarski Caltrans Terrie Bressette Caltrans Chuck Suszko Caltrans Eugene Shy Caltrans Don Roberts Caltrans Sandra Garcia-Aline FHW A Jason Dietz FHW A Bren George FHW A
JDietzjh
Joint Process Review On
Quality Assurance Program
September 2007
0 Fetleml Higlnv11y A1111i11istmtio11 (FHWA-CA) (S50765)
California Department of Tranpoltation (Division of Local Assistance 07-08)
Approved -SANifM
California Division Director of Field Operations Officer
2
PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
3
County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
4
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
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bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
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need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
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All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
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In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
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Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
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The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
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- I_13
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- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Joint Process Review On
Quality Assurance Program
September 2007
0 Fetleml Higlnv11y A1111i11istmtio11 (FHWA-CA) (S50765)
California Department of Tranpoltation (Division of Local Assistance 07-08)
Approved -SANifM
California Division Director of Field Operations Officer
2
PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
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County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
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I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
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Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
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3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
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e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
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Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
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4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
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Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
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- X_64
- iX_5
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- X_66
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- X_67
- undefined_250
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- Ctltrop CnlWet Coisullnnb
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- fill_84
- X_77
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- X_79
- undefined_251
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- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
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- X_84
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- X_86
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- XXI
- X_95
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- CHJ lncoroororccl
- Victorville_2
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- x
- X X_3
- undefined_253
- X_101
- undefined_254
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- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
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- X X X X X
- I
- XRow3
- X_104
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- X_105
- XX_33
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- undefined_259
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- RioIto
- 100606
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- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
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- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
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- X_111
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- X_112
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- X_113
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- X X X X X_3
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- XI
- XXI_2
- X_116
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- X_117
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- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
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- XX_42
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- X_122
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- X X X X X_5
- XX_43
- undefined_266
- X_126
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- X_127
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- XIX_4
- fill_155
- X_129
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- Grani le Construction Co
- 9 Palms
- X_130
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- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
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- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
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- XRow2_8
- xRow2
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- X_137
- XX_48
- X_138
- X_139
- X_140
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- undefined_269
- X_143
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- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
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- Kleinfelder Inc
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- X X X
- X X X_2
- X_162
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- XXX_5
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- undefined_272
- X_164
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- undefined_273
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- 0212808
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- undefined_274
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- undefined_277
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- undefined_278
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- undefined_281
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- undefined_290
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- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
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- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
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- XX_65
- undefined_309
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- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
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- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
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- X XRow1_3
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- X_205
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- PB Amcricu lnc
- Socrnrncnto
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- undefined_323
- undefined_324
- undefined_325
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- undefined_327
- undefined_328
- undefined_329
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- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
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- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
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- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
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- X_216
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- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
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- undefined_361
- undefined_362
- undefined_363
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- undefined_364
- X X X X X_6
- undefined_365
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- XI_3
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- X_219
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- Riverside County
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- In Process_2
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- undefined_368
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- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
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- undefined_376
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- Fontnno
- I_7
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- undefined_434
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- XX_104
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- Utilitv Vault Ponlar
- Fontann
- 0327108
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_446
- X
- undefined_447
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- I_8
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- I_9
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- undefined_482
- XRow3_7
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- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
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- undefined_499
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- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Approved -SANifM
California Division Director of Field Operations Officer
2
PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
3
County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
4
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
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sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
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implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
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Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
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For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
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Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
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The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
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g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
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hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
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2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
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e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
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Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
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Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
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4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
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Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
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Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
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bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
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need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
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Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
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All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
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o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
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- XXX
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- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
PARTICIPANTS OF THE QUALITY ASSURANCE REVIEW
Review performed May 7 - 10 2007 and May 14 - 18 2007
TEAM Federal Highway Administration (FHW A) California Division (CA) - Jason Dietz Construction amp Materials Engineer Bren George Field Operations Engineer
Caltrans Headqua11ers and Materials Engineering Testing Services (METS) - Rick Gifford Special Funded Projects Engineer Eugene Shy and Don Roberts Local Assistance Engineers Catluina Barros and Liza Valencia Flexible Pavement Materials -Independent Assurance (IA) Oversight Lerose Lane District Materials Engineer - D02 IA Supervisor
DISTRICT AND LOCAL AGENCY STAFF INTERVIEWED Caltrans District 8 San Bernardino - Bruce Kean District Materials Engineer - D08 IA Supervisor Terry Chapman IA Wael Faqih Resident Engineer (08-327504) Ken Loncharich Resident Engineer (08-474404)
Caltrans District 7 Los Angeles - Eric Collar Robert Jarquin Robe11 Achuela and Arnold Truong IA Alex Perez Quality Control I Quality Assurance (QCQA) Coordinator Jagdish Patel Resident Engineer (07-201204) Fred Young Resident Engineer (07-122004)
Caltrans District 4 Oakland - Alex Sotoudehnik and Victor Antido IA Patel Bharat Resident Engineer (04-249044)
Caltrans District 10 Stockton - Robert Rogers IA Greg Berry Senior Oversight Civil Engineer Normer Gutierrez Oversight Resident Engineer (10-445404) Rick Demi Resident Engineer for Parsons-Brinkerhoff-Consultant Ken Blake Area Resident Engineer for Parsons-Brinkerhoff Paul Lukkarila Engineer for Kleinfelder
Caltrans District 3 Marysville - Terry Stratford and Del Com1ney IA Kyle lngvoldsen Senior Resident Engineer (03-3822V4)
City of Redlands -Sean Yeung Local Assistance Engineer Liang Tang Local Assistance Engineer Bill Hemsley Capital Projects Manager
County of Los Angeles - Eric Samaniego Local Assistance Engineer Greg Kelley Assistant Deputy Director Hung Nguyen Resident Engineer Ramon Robles IA Anthony Nyivih Principal Engineer (PE) Joel Zaragoza Pavement Management Issa Adawiya Area Supervisor Joel Zaragoza Associate CE Paul Axanmonu Principal CEA Raymond Fraser Senior Construction Inspector Bei Li Transportation Engineer
3
County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
4
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
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- X_122
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- 407
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
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- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
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- 82
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- 3660
- 157Row1
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- NA_2
- 3
- 22592 F
- NA_3
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- Pass
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- 3490
- 80
- I i
County ofSoJano-Johnson Lee Local Assistance Engineer William Lindenberger Senior Engineer Technician Ken Flores Engineering Services Supervisor County of San Joaquin- Yousef Yousef Local Assistance Engineer Jeff Woltkamp Accountant Auditor II David Wang Associate CE Jess Foronda Accountant Auditor II Peter Nuon Engineer III
County of Sacramento - Steve Prnpst Local Assistance Engineer Frances Worth Senior CE Ali Chehade Supervisor Constrnction Inspector Cannencita Dimal Municipal Service Agency (MSA) Senior Accountant Christopher Abruscato MSA Principal Engineer Technician Harmail Nijjar MSA Supervisor Engineer Technician Gilberto Penales Principal Construction Inspector Refugio Razo Senior CE Hardeep Sidhu Senior CE Ken Wilk Associate CE Robert Van Dyke Associate CE
4
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
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- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
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- 14
- 78
- 634
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- 12
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- 28
- Himmer Lane DC Deck Pour Stige 1
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- 82
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- 3
- 22592 F
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- 081506
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- 3490
- 80
- I i
I EXECUTIVE SUMMARY
Depaiiments of Transportation have come to real ize the impo1iance of Quality Assurance (QA) based on their experience that failure to confo1111 to e ither material or construction specifications can result in the early failure of highway components Construction QA programs are intended to ensure that the quality of the materials and construction incorporated into highway products fully comply with the specifications QA programs have evolved since the 1960s into what are now sometimes second or third generation QA programs The umbrella of any QA program contains tlumiddotee main elements Qual ity Control (QC) Acceptance Testing (AT) and Independent Assurance (IA) testing The manner in which these elements are administered will have an impact of the overal l quality of the program
The objectives of this process review were to examine the effectiveness of Caltrans implementation of findings and recommendations resulting from a Quality Assurance review pe1formed in January 2004 review Local Agencies QA processes and to verify the proper implementation of quality assurance measures To accompl ish these obj ectives the FHWA Califomia Division Office jointly with Caltrans conducted a QA process review of five Caltrans Districts (8 7 4 10 and 3) and five Local Agencies (Ci ty of Redlands County of Los Angeles County of Solano County of San Joaquin and County of Sacramento) in May 2007
The outcome of this review is repo1ted as follows I Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency proj ects 3 Observations and recommendat ions aris ing as a result o f the review and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding - A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be corrected by Caltrans or the Local Agency
2 Observation - The FHWA reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Caltrans
3 Recommendation - A process or activi ty that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient qual ity assurance process Reconunendations do not require an action on the part of Caltrans
The review found that Caltrans effo1is to comply with requirements for IA test ing are rated satisfactory and their efforts to meet the requirements for sampl ing and testing are satisfactory However the review found some deficiencies in the Caltrans materials
5
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
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need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
D-111 w
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
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- 5
- fill_24
- fill_25
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- S
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- fill_33
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- l
- fill_38
- fill_39
- 0
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- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
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- fill_58
- Row1
- g007
- undefined_11
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- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
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- aRow4
- 1_Row_2>11Row2
- iRow4
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- 0Row4
- 007
- undefined_13
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- AMEC_8
- fill_74
- lll
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- Row1_2
- undefined_14
- Oll
- fill_79
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- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
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- 1201wz
- N_6
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- X XRow3_2
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- undefined_444
- X_282
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- undefined_445
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- X
- undefined_447
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- undefined_449
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- X_2
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- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
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- X XRow11
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- X XRow12
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- X XRow13
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- X XRow14
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- I_11
- XRow11_2
- XRow4_10
- XX XRow15
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- XRow6_9
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- 407
- 408
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- Certified Independent Assurance
- undefined_515
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
sampling and testing program On the Local Agency level the Caltrans oversight and Local Agency IA requirements of projects on the State Highway System (SHS) only reflect a satisfactory ra ting on those local agency administered projects In general sampling testing and IA efforts on local agency projects (on and off the SHS) need improvement
Since 2004 the Materials Engineering Testing Services (METS) has taken a very active role in implementing the Caltrans IA Program resulting in major improvements to the Reference Sampling Program (RSP) However the Acceptance Sampling and Testing Program on the SHS which is the responsibili ty of Caltrans Constrnction and Local Agencies doing work on the SHS has shown li ttle improvement from past process reviews that were documented in 1 988 1 99 1 1 992 and 2004 process reviews
The following finding and recommendat ions are a result of this review The Team developed the following recommendations which are explained in detail later to assist Caltrans in their oversight and stewardship responsibil i ty for the quality assurance program
Recommendations from Findings
Recommendation Cal trans needs to implement a record retention procedure to ensure compliance with 49 CFR 1 842 which requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period of litigation whichever is later
Recommendation Caltrans should develop and implement an action plan to create a Final Material Certification (FMC) form for each proj ect which will then comply with the 23 CFR 637207 requirements
Recommendations resulting from Observations
Recommendation 1 Caltrans should implement shadow testing to acqu ire gradations on the aggregate obtained from the ignition oven
Recommendation 2 Caltrans should continue the training which has been found to be beneficial on a regular basis to educate both existing and new personnel on current Quality Control Quality Assurance (QCQA) state-of-the-art practices and procedures
Recommendation 3 Caltrans should have a QCQA Coordinator in each District
Recommendation 4 Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
Recommendation 5 Caltrans should complete development of and implement the onshyline and web-enabled database for tester certification or Caltrans should develop and
6
implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
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- fill_33
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- fill_38
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- 100
- fill_41
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- fill_43
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- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
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- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
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- fill_58
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- g007
- undefined_11
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- 107
- undefined_12
- fill_61
- ll01_2
- N_4
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- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
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- Total No of CT Labs AccredRow1
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- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
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- 82
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implement a standard spreadsheet for proj ects on the NHS that will be used until such time as a database goes online
Recommendation 6 Cal trans should identify basic videotaping of California Test Methods (CTMs) for addressing the limitations in the existing tester certification process
Recommendation 7cCaltrans should develop and implement an action plan to review if each District should have a separate Independent Assurance (IA) structural person
Recommendation 8 Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
Recommendation 9 Caltrans should develop and implement procedures to have the Central materials laboratmy review all test procedures and equipment calibration in District laboratories
Recommendation 10 Caltrans should implement that the full name of the tester be identified on all Cal trans fo1ms
Recommendation 1 1 Caltrans Local Assistance should update and implement a revised Chapter 1 6 Administer Construction Contracts of the Local Procedures Manual for QAP (for projects on the NHS) and continue to provide training
Recommendation 12 Caltrans should develop and implement an action p lan for further cmrnboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Portland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 1 8) and Penetration (CT 533) are the minimum tests
Recommendation 13 Caltrans needs to revise the CTMs to English
Recommendation 1 4 Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
Recommend ation 15 Caltrans needs to provide FHWA with an update on PACRS
Recommendation 16 Caltrans should increase IA resources in D istricts 7 and 10
Recommendation 17 Caltrans should review the IA program in all 1 2 Districts annually
Recommendation 18 Calrrans should provide Project Certification Memorandums to FHWA after each construction project
Recommendation 19 Caltrans update i ts tester certification written exams
7
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
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- x1
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- Caltrnns Matcrinls Lib
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- undefined_251
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- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
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- undefined_253
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- undefined_254
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- undefined_255
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- X_102
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- Corfm30 Specialties Jnc
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- undefined_256
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- undefined_258
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- I
- XRow3
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- undefined_259
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- RioIto
- 100606
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- undefined_260
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- undefined_261
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- undefined_262
- undefined_263
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- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
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- XX_35
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- Convcre Co111ulttmts
- RcdlOlds
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- X X X X X_3
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- XI
- XXI_2
- X_116
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- XRow1_9
- XXj
- Coreslab Structures
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- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
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- XXIX
- GcoTcL Inc
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- XX_42
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- X_122
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- undefined_266
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- X_127
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- XIX_4
- fill_155
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- undefined_267
- >X X_6
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- Indio
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- undefined_269
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- undefined_270
- fill_177_2
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- liill1op Gcotcehniool lnc
- liighlnnd
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- X_147
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- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
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- X X_9
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- X_162
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- XXX_5
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- undefined_272
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- undefined_273
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- undefined_290
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- undefined_292
- undefined_293
- undefined_294
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- undefined_295
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- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
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- undefined_299
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- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
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- undefined_308
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- undefined_309
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- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
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- X_202
- I X
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- Ont11rio
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- undefined_316
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- undefined_317
- undefined_318
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- r
- undefined_319
- undefined_320
- undefined_321
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- PB Amcricu lnc
- Socrnrncnto
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- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
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- undefined_330
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- X_207
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- Petr Gcolechnical lnc
- Mcrricli
- In Process
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- undefined_336
- undefined_337
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- undefined_399
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- San Bcmordi no Counrv
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- undefined_428
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- Utility Voult Hemlock
- Fontnno
- I_7
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- undefined_434
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- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_447
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- undefined_491
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- undefined_492
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- undefined_502
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- undefined_503
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- undefined_505
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- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
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- undefined_513
- XRow6_10
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- I_13
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- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Recommendation 20 Caltrans should develop a risk-based evaluation for creating a statewide tester ce11ification program
I I INTRODUCTION
The role of a Quality Assurance (QA) program i s to ensure that the quality of the materials and constrnction incorporated on all Federal-aid highway projects on the National Highway System (NHS) are in conformity with the requirements of approved plans and specifications The QA programs developed by the State DOTs must adhere to 23 CFR 637 and be approved by Federal Highway Administration (FHWA) for projects on the NHS These programs lay out systematic actions necessary to provide confidence that the material and workmanship incorporated into a project will satisfy given requirements
The 2005 Financial Integrity Review and Evaluation (FIRE) Program established oversight procedures to ensure that Federal-aid funds are properly managed and effectively used and that safeguards are in place to protect against minimize fraud waste and abuse Proper quality assurance procedures are safeguards and essential to providing the fiscal accountability and oversight required by the FIRE program
In 2006 a National Review Program (NRP) report Quality Assurance in Materials and Construction was written by FHW A to evaluate at the corporate level program effectiveness ensure more program consistency and ident ify successful QA practices across the Nation The NRP is an annual program of reviews conducted by teams comprising experienced FHWA personnel Review topics were selected through an annual call followed by a solicitation for Team members from FHWA unit offices QA was selected for review in 2006 because the program ranked as one of the top five areas of interest for review by FHW A
Quality construction i s fundamental t o meeting the mission of the FHWA and QA i s the primary means by which the FHW A ensures that it has confidence in the qual ity of the highway products delivered
I l l REFERENCES
In spring 2006 FHW A Field Operations (FO) performed a risk analysis and identified construction materials quality as a high-risk area pru1icular1y in light of the findings of recent QA National Review and limited Federal and State oversight for transpOL1ation projects Thus the FHW A California Division management and FO engineers supported a follow-up review on the implementation of the findings and recommendations of the 2004 QA review
8
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
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need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
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189
20 ZO 3 1 Tirn F1 0
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4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
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- 407
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
For this follow-up review the Team reviewed records and interviewed staff from bull Five Cal trans District IA offices - Districts 8 7 4 3 and 10 bull Materials Engineering Testing Services (METS) - Statewide IA oversight bull Seven Caltrans on-going projects 08-327504 08-4 74404 07-201204
07122004 04-249044 l0-4454U4 03-3822V4 bull Five Local Agency projects
One project (County of San Joaquin) on the National Highway System Four projects in the City ofRedland County of Los Angeles County of
Solano and Sacramento County
Since the 2004 report mainly focused on Caltrans projects it was dete1mined to examine if Caltrans Quality Assurance Program (QAP) was being followed on Local Agency projects on the NHS and if Local Agencies were following their own QAPs off the NHS
During November 2006 the process of developing a work plan began in January 2007 the draft work plan was forwarded to Caltrans METS and the Division of Local Assistance for review and comments A final approved work plan was distributed to Cal trans in early in February 2007 as shown in Appendix A The QA review team conducted its review from May in to the 18th
At the States request an FHWA led Peer Review Team was created in March 2007 lo assist Cal trans on the remaining issues regarding the rewrite of the Standard Specifications Section 39 Hot Mix Asphalt This team also reviewed and advised Caltrans on the specification areas which pertained to important factors in QCQA recommendations in the 2004 report The purpose of the team was to advise and resolve issues to provide for a joint Caltrans and Industry completion of the re-write This QA Process report was delayed to provide an opportunity to include the outcome in this summary The specifications were completed and moved into implementation in August 2007
IV PROCESS OBJECTIVES
The objective of this process review was to evaluate the effectiveness of Caltrans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHW A California Division Office Constrnction and Materials engineer that directed a foll ow-up meeting or letter from Cal trans that addresses whether any of the reconunendations have been considered or implemented As a result a meeting took place in October 2004 during which Caltrans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of recommendations In March 2006 they hired a new Independent Assurance Manager to run the RSP program which seems to be improving
9
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
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- fill_33
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- fill_38
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- 100
- fill_41
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- fill_43
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- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
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- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
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- fill_58
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- g007
- undefined_11
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- 107
- undefined_12
- fill_61
- ll01_2
- N_4
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- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
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- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Essentially this process review shall 1 Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct constrnction personnel to
monitor contractor QC testing procedmes and documentation d Procedures for verifying contractor test results need to be revised to ensure that
AC pay is ran after each State verification test is ran e The specification should be revised to ensure that the contractor retains records
for 3 years f The specification should be revised to direct the contractor to amend the QC plan
to incorporate updated tester ce11ificates g The State should consider running gradations on the aggregate obtained from the
ignition oven h The State should consider developing training for the QCQA specification i Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide unifom1 application of the specifications between Districts
J In the long tenn the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix
2 Verify improvements in the tester cer1ification program a Distribution of list of ce11ified testers are properly filled in the project records b Training for tester certification was encouraged to be further developed c The structmal testers need to be instructed on the requirements for certification d Procedmes need to be reviewed to ensure proper distribution oflists of certified
testers and proper filing in project records e Consideration should be given to increase the resources in District 6 IA f Caltrans should develop a frequency for retesting the written p011ion of the
certification program g Calttans should expand policy and procedmes for the overall certification
program to cover decertification procedures h METS should review the IA certification program performed in the districts to
promote uniformity 3 Caltrans needs to develop a procedure to have the Central materials laboratory to
review test procedmes and equipment in district laboratories 4 Test reports submitted by outside laboratories need to indicate the person testing the
material 5 We have concerns that the review of Local Agency construction projects by Caltrans
District Local Assistance may not be performed on a consistent basis 6 Caltrans should add some additional collaborative testing to the IA program
This evaluation re port contains summaries of the responses from resident engineers project engineers and various other key personnel during interviews It is also based on the review of relevant project documents
10
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
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- Coreslab Structures
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- undefined_265
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- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
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- undefined_270
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- T
- X_151
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- X
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- undefined_449
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- 407
- 408
- 407_2
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- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
3
The outcome of this review is reported as follows l Results of the review as they relate to the follow-up of the 2004 Review 2 Results of the review of the Local Agency projects 3 Observations and recommendations arising as a result of the leview and the
Section 39 Team review
FHWA will frame the outcome of the review as follows 1 Finding -A determination of an activity andor process that do not meet
Federal Requirements In other words they are more compliance based and their associated recommendations are listed Findings must be conected by Caltrans or the Local Agency
2 Observatbullon -The FHW A reviewers observations of a process or activity that was a result of the process review Observations may be related to a given topic or regarding a new topic Observations do not require an action on the part of Ca1trans Recommendation -A process or activity that FHWA is suggesting for Caltrans consideration to enhance or result in a more effective and efficient quality assurance process Recommendations do not require an action on the part of Cal trans
The genera1 recommendations suggested in this report are presented to the Deputy District D irectors of Construction and Di vision Chiefs of Constrnction for their use in development and implementation of action plans to address recommendations in each di strict region and headquarters
V SCOPE AND APPROACHES
During the course of this evaluation the Team explored whether proper implementation of quality assurance measures were conducted The scope consisted of evaluating the 2004 findings (Appendix B) reviewing Caltrans and local agency processes administration activities and control of the quality assurance procedures through site visits and to verify that Cahrans and the Local Agencies are meeting commitments for quality assurance These site visits were coordinated with Caltrans and included interviews with appropriate district and headquaiters personnel
This review involved interviews with Caltrans Headquarters and D1strict personnel and City ai1d County employees all who had direct or indirect involvement in QA projects The panel also evaluated applicable procedmal guidance and policy memoranda Interviews were conducted with the following QCQA personnel and oversight managers (see page 2 for a list of the staff involved) 1 District 1A Contacts
2 District Construction Resident Engineers andor Project Managers 3 District Local Assistance Engineers (DLAEs) 4 City and County Engineers
1 1
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
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Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
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- fill_33
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- fill_38
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- 100
- fill_41
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- fill_43
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- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
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- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
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- fill_58
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- g007
- undefined_11
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- 107
- undefined_12
- fill_61
- ll01_2
- N_4
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- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
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- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
g
VI 2004 REVIEW FOLLOW-UP
Unless specifically noted the finding and recommendations are for Caltrans and Local Agency projects on the NHS
1 The following improvements to the existing Caltrans QCQA program should be exa mined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes Resolved through latest
rewrite of Specification Section 39 Hot Mix Asphalt Standard
Specification was posted on July 27 2007 which incorporates this change
b The State should consider revising the ratio of State tests to contractor test results used for verification to approximately 1 in 5 Resolved through latest rewrite of
Specification Section 39 Hot Mix Asphalt Standard Specification was
posted on July 27 2007 which incorporates this change
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation Resolved through current in place procedmmiddotes
d The procedure for verifying contractor test results needs to be revised to ensure that AC Pay is run after each State verification test is ran Resolved through current in-plaee procedures
e The specification should be revised to ensure that the contractor retains records for 3 years Resolved through current Standard Specifications of May 2006
New Finding Record retention according to 49 CFR 1 842 requires that Cal trans maintains records for three years subsequent to final voucher reimbursement or through the period oflitigation whichever is later
Recommendation FHWA will work with Caltrans to implement the appropriate process
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester ce1tificates Resolved through the State QC manual and local agency QAP manual
The State should consider running gradations on the aggregate obtained from the ignition oven Not resolved through latest rewrite of Specification Section 39
bullHot Mix Asphalt Standard Specification
New Observation The QCQA2 specifications allowed the contractor to run gradations after ignition testing but the gradation tests were not required It was
12
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
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FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
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189
20 ZO 3 1 Tirn F1 0
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Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
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- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
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- undefined_276
- X_178
- X X_13
- X_179
- X_180
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- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
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- X_187
- undefined_286
- undefined_287
- Onttrio
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- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
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- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
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- undefined_330
- undefined_331
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- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
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- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
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- 407
- 408
- 407_2
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- Certified Independent Assurance
- undefined_515
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
hoped that this would provide Caltrans with the data necessary for a complete analysis However from this review it appeared that this attempt was unsuccessful as no data has been acquired from the contractors as a result
Recommendation Caltrans should implement specifications that will require shadow testing of gradations based on the aggregate obtained from the ignition oven
h The State should consider developing training for the State QCQA specification Resolved through Caltrans will be including QCQA Training in the statewide joint training for the new Section 39 to be conducted October 2007 through February 2008 for Caltrans Industry and local agencies
New Observation Districts lacked the understanding of the cunent version of the QCQA specifications
Recommendation Caltrans should continue training on a regular basis to educate both existing and new personnel on current QCQA state-of-the-ait practices and procedures
1 Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts Not resolved through the interviews of this review by 5 State projects
New Observation Following implementation of Section 39 training will be available for both existing coordinators and the new ones
Recommendation The Team recommends that each District have a QCQA coordinator
J Tn the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt content in the mix Resolved through latest rewrite of Specification Section 39 Hot Mix Asphalt Standard Specification Volumetrics are required in mix design and production sta11 up and the slate will be collecting data from for information only submittals by the contractor and state during production
New Observation The State plans to conve11 to volumetrics in one to two years following the implementation of Section 39
Recommendation Caltrans should develop and implement an action plan toward using volumetrics for asphalt acceptance replacing gradation
1 3
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
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Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
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- Odcn UT
- Ni nvo Moore
- Ontirio
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- Petr Gcolechnical lnc
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_447
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- undefined_489
- undefined_490
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- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
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- undefined_506
- undefined_507
- undefined_508
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- undefined_512
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- undefined_513
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- I_13
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- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
2 The following improvements to the existing tester certification program should be considered a Verify if the distribution of list of certified testers are properly filed in project
records Not resolved by the 5 State projects that were reviewed None of the projects reviewed had adequate tracking systems for qualified testers and lab oratories
New Observation From the review it was found that a previous statewide database is no longer collecting info1mation and a newer database version has not been implemented But FHWA has been assured that the new on-line web enabled database is nearing completion
Recommendation Caltrans should complete the on-line web-enabled database before next construction season If the database will not be completed prior to the start of the construction season 2008 Caltrans should develop and implement a standard spreadsheet that will be used until such time as a database goes online (see Appendix C D E)
b Training for tester certification was encouraged to be further developed Not resolved by the 7 State projects that were reviewed
New Observation Since there is no fmmal certification training testers need to be qualified in a timely manner to ensure quality of CT Ms Caltrans Consultant Contract will review Caltrans and other States programs for tester training and certification TI1e review will off er alternatives for the Caltrans management and once one is chosen will assist Caltrans in establishing joint tester training and ce1tification
Recommendation Caltrans should identify basic videotaping of CTMs for addressing the limitations in the existing tester certification process
c The structural testers need to be instructed on the requirements for ce11ification Not resolved by the 7 State projects that were reviewed
New Observation The benefit of such recommendation has been observed in District 3 where the additional person has extra knowledge and background on structural-related test methods which alleviates the amount of the workload for the IA contact (see Appendix F)
Recommendation Caltrans should develop and implement an action plan to review if each District should have a separate lA structural person
d Consideration should be given to increase the resources to District 6 IA Resolved through findings and recommendations of the Quality Assurance review completed in 2004
14
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
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- AMEC_4
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- NAMEC
- N
- fill_12
- fill_13
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- fill_20
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- undefined_8
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- undefined_10
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- AMEC_2
- fill_50
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- fill_52
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- undefined_12
- fill_61
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- undefined_13
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- fill_74
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- undefined_14
- Oll
- fill_79
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- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
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- M1xIJ11nc
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- Row1_3
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- Row3
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- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
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- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
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- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
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- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
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- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
e The State should develop a frequency for retesting the written portion of the certification program Not resolved
New Observation Caltrans needs to evaluate this fm1her This topic will be discussed as part of the review of the IA program being conducted by the consultant contract
Recommendation Caltrans should develop and implement an action plan on frequency for retesting the written portion of the certification program
f The State should expand its policy and procedures for the overall cettification progran1 to cover decei1ification procedures Resolved with the revised 2005 IA Manual that now covers the decertification procedures
g METS should review the IA certification program performed in the Districts to promote uniformity Resolved by HQ IA 2006 review of 3 Districts IA
3 l11e State needs to develop a procedure to have the Central materials laboratory review test procedures and equipment in District laboratories Partially ResolvedishyMETS staff calibrates all large equipment arid reviews ruaintenance records and procedures in all District and Local Agency laboratories but not small equipment
New Obsen-ation The condition and calibration of small equipment is reviewed by the requirement that each laboratory participate in the RSP Proficiency Testing program outlined in the IA Manual Each laboratory receives at least 3 samples to test each year and their results are compared to Caltrans local agencies and private laboratories on a statewide basis Failme to meet the necessary standards of testing within this program is investigated by the METS IA staff in conjunction with the Distlicts laboratory supervisor
However METS does not provide a review of the District laboratories for all test procedures and small equipment calibration l11is practice much like the AMRL review would make the extension of the Central laboratorys AMRL certification much stronger And as has been experienced in other states will laise the quality of the District laboratories
Recommendations Caltrans should develop and implement procedwmiddotes to have METS review all test procedures and equipment in District laboratories
4 Test rep011s submitted by outside laboratories need to indicate the person testing the material Not 1middotesolvd by the 7 State and 5 Local Agency proje(ts that were reviewed
Nw Observation It is necessary and imp011ant that the tester be easily and clearly identified on all test rep011s
15
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
D-111 w
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
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- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
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- undefined_378
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- X_226
- X_227
- undefined_380
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- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
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- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Recommendations Caltrans should implement that the full name of the tester be identified on all Caltrnns forms This issue might be resolved by the use of P ACRS which requires an electronic signatme for each test submitted
5 We have concerns that the review of construction projects by District Local Assistance Engineers ( ofathe SHS) are not being perfom1ed Not resolved by the 4 local assistance projects off the SHS that were reviewed
New Observation The current Local Assistance QAP program should be updated to include the following 1) 5 out of 5 Local Agencies had Ce1tificates of Proficiency 2) 4 out of 5 Local Agencies reviewed were not keeping project files updated and available for review in one central location 3) 5 out of 5 Local Agencies reviewed were not keeping Independent Assurance stafK and labequipment separate from the regular day to day acceptance testing 4) 5 out of 5 Local Agencies reviewed were not keeping Log summary testing frequency information available upon request and 5) 2 out of 5 Local Agencies reviewed were not keeping Certificate of Proficiency ce1tifications readily available
Recommendations Caltrans Local Assistance should develop and implement a revised Quality Assurance Program (QAP) prnvide training and perfmm construction monitoring of local agency projects on the NHS
6 The State should add some additional corroborative testing to the IA program Not rsolved by the State and Local Assistance manuals
New Observation The IA now perfo1ms corroboration tests at annual intervals for CTMs of Sieve Analysis (CT 202) Sand Equivalent (CT 217) and Cleanness Value (CT 227) - three of the basic soils and aggregate tests
Recommendations Caltrans should develop and implement an action plan for fiuther coffoboration test methods for Hot Mix Asphalt would be Sampling (CT 125) Po1tland Cement Concrete Air Content (CT 504) Unit Weight (CT 5 18) and Penetration (CT 533) are the minimum tests
VII ADDITIONAL FINDINGSOBSERVA TIONS AND
RECOMMENDA TIONS
The following finding and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Finding CutTently the FHWA Califomia Division Office is not receiving the Final Materials Certification (FMC) fonn on a regular basis for Federal-aid projects on the NHS
16
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
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e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
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- 407
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- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Recommendation Caltrans should develop and implement an action plan to create a Final Materials Ce11ification (FMC) form which will then comply with the 23 CFR 637207 requirements The Local Assistance Procedures Manual should be revised to require a copy of the Materials Certificate (Exhibit 17-G) be routed to the FHWA California Division for projects on the NHS
The FMC form will certify the results of quality assurance testing of the specifications material and assurance testing personnel and equipment used on a project Note See Appendix I for example of a log summary testing frequency table Also it applies to Local agencies with projects on the NHS For Local Agency projects off the NHS a Material Certificate which is not submitted to FHWA is included as Exhibit 17-G in the LAPM for Local Agencies to complete
The following observations and resulting recommendations were made as a result of the QA Process Review Follow-up
1 Observation In the 2006 Standard Specifications Caltrans officially changed from metric to English units However it appears that many if not all of the CTMs are still in metric units
Recommendation Caltrans needs to revise its CTMs to English units as appropriate
2 New Observation QCQA specifications require that the Contractor submit copies of their tests within 24 hours of completion for review by the Engineer This process will be enhanced by the use of a new web-based Pavement Asphalt Concrete Record System ( P ACRS) program that will provide both the Contractor and Engineer a tool for recording and reviewing test results against the specifications and testing requirements
Recommendation Insure the implementation of PACRS for all QCQA projects to assist in timely reporting of test results
3 Observation Beginning with projects bid in 2007 Caltrans QCQA projects are anticipated to be administered with the assistance of P ACRS This web-based program will give both the Engineer and the contractor real time access to data The data will be entered by engineer (verification) and contractor ( quality control) and the analysis for quality factors verification and pay will be perfo1med immediately
Recommendation It is suggested that Caltrans provide the California Division Office with updated information on the PACRS development and how it will enhance the implementation process
17
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
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o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
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- undefined_515
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
4 Observation Consideration should be given to increase the resources to District 10 due to its inadequate certification filing system Also to avoid a conflict of interest District 7 needs to have a separate laboratory to run its IA program
Recommendation Cal trans should increase resources in District 10 and 7 for ]A
5 Observation I n 2006 METS reviewed 3 Districts ]A and certification programs with 2 primary objectives 1) Compliance with ]A policy and procedutes and 2) Uniformity statewide The Districts with deficiencies were notified of their deficiencies and changes were made to bring them into compliance
The remaining Districts will be reviewed in 2007 and 2008
Recommendation All 12 Districts should be reviewed on a yearly basis I f Cal trans resomces at METS are an issue they could have the District Laboratories AASHTO Accredited A number of States have done this including Florida Nevada Virginia and Minnesota
6 Observation Cm1ently the FHWA California Division Office is not receiving the Project Certification Memorandum on a regular basis for Federal-aid projects on the NHS
Recommendation Caltrans should identify that a Project Certification Memorandum shall be generated for each construction
( Construction Manual Example 6-11 ) For any material in which a change order is written to accept out of specification material that material is to be added to the certification as an exception For Local Agency projects off the NHS a HPSampE Certification Exhibit 12-C in the LAPM is completed and submitted to the DLAE when requested Authorization of Construction
7 Observation From interviewing headqua11ers IA staff and the five District IA staff they rated the existing written examination as satisfactory1 and needs to be improved
Recommendation Caltrans should develop and implement an action plan to improve the existing tester qualification written examinations
By creating a tracking mechanism one can evaluate written tests on a yearly basis (see Appendix H) This could also apply to Local agencies as well (for projects on the NHS)
VIII CONCLUSION
1 8
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
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- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Overall the Team found that Caltrans has not adequately addressed 9 of the 21 issues raised in the 2004 review
Furthermore w e found that there is two new finding and 7 new concems These concerns will be challenges to be faced by the local agencies as well Overall Local Program Agency administered projects are ca1ried out in accordance with Federal requirements however recommendations are included for Local Agencies to improve their QAPs We recommend that State and Local Agencies start taking actions on the identified findings and recommendations to improve their QAPs
Caltrans and Local Assistance will be provided a copy of this report Pending the corrective actions and the response another review may be necessary
IX ACKNOWLEDGEMENTS
The Federal Highway Califomia Division Office greatly appreciates the participation comtesy and assistance provided by Caltrans METS Constrnction and Local Assistance staff during our visits and in completing this review
X APPENDICES
A Work Plan for Process Review on Quality Assurance B 2004 Quality Assurance Review C Master List of Caltrans Qualified Testers D Master List of Caltrans Qualified Laboratories E Certificates of Proficiency F Certificates of Proficiency for Structures Construction G Rating Scale H Practicals New Rece1tifications and Administered Examinations I Log Stimmary Testing Frequency (example)
19
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
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- X_44
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- undefined_247
- X_45
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- undefined_248
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- X_59
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- X_63
- X_64
- iX_5
- X_65
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- XX_21
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- X_66
- XX_23
- X_67
- undefined_250
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- X_68
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- X_70
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- X_75
- Ctltrop CnlWet Coisullnnb
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- X_76
- fill_84
- X_77
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- X_78
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- lx
- X Xlx
- X XRow2_2
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- XRow2_3
- X_80
- X_81
- X_82
- X_83
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- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
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- X_91
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- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
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- x
- X X_3
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- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
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- X_103
- Corfm30 Specialties Jnc
- MobHe
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- undefined_256
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- X X X X X
- I
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- undefined_259
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- 100606
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- undefined_260
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- undefined_261
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- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
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- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
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- XI
- XXI_2
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- XXj
- Coreslab Structures
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- XRow1_10
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- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
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- X_122
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- X X X X X_5
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- X_126
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- XIX_4
- fill_155
- X_129
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- X_130
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- undefined_267
- >X X_6
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- X X xxX_2
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- X_138
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- undefined_269
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- undefined_270
- fill_177_2
- X_145
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- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
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- X_147
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- X XX_9
- X_149
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- XX X X X X_2
- T
- X_151
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- undefined_271
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- X_152
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- undefined_292
- undefined_293
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- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
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- undefined_299
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- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
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- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
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- I X
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- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
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- X_204
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- PB Amcricu lnc
- Socrnrncnto
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- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
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- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
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- X_211
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- Petr Gcolechnical lnc
- Mcrricli
- In Process
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- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
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- undefined_340
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- undefined_346
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
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- undefined_492
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- undefined_512
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- undefined_513
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- I_13
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- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Appendix A - Work Plan for Process Review on Quality Assurance
FEDERAL HIGHWAY ADMINISTRATION CALIFORNIA DIVISION
Process Review on Quality Assurance Program (Follow-up) Review Work Plani Scope Statement
(S49904)
OBJECTIVEPURPOSE
Through Risk Analysis the California Division of the Federal Highway Administration (FHW A) has identified construction materials quality to be one of its highest risks particularly in light of the findings of recent Quality Control QualityQuality Assurance (QCQA) national reviews and limited oversight for transportation projects
The Quality Assurance procedures for construction are structured around 23 CFR 637 The overall purpose of these procedures is to assure the quality of materials and construction in all Federal-aid highway projects by Caltrans or a local agency
The purpose of this process review is to evaluate the effectiveness of Cal trans implementation of findings and recommendations of a July 8 2004 memorandum signed by the FHWA Division Office Construction and Materials engineer (Attachment A) that directed a follow-up meeting or letter from Cal trans that addresses whether any of the recommendations have been considered or implemented Thus a meeting took place in October 2004 which Cal trans agreed they would in time implement these recommendations however with them recently reinitiating their Reference Sampling Program (RSP) and updating their QCQA and standard specifications it will take some time to implement all of them On March 2006 they hired a new independent assurance manager to nm the RSP program and things seem to be improving
Essentially this process shall review bull Verify the following QCQA improvements
a Setting the maximum size of a lot to 20 contractor test results b Revising the ratio of State tests used for verification to approximately l in 5 c If a State procedure has been developed to direct construction personnel to
monitor contractor QC testing procedures and documentation d Procedures for verifying contactor test results needs to be revised to ensure
that AC pay is nm after each State verification test is run e The specification should be revised to direct the contractor to amend the QC
plan to incorporate updated tester certificates f The State should consider developing training for the QCQA g Consideration should be given to METS providing increased oversight and
training of the District QCQA Coordinators to provide uniform application of the specifications between Districts
bull Verify if the distribution of list of certified testers are properly filled in project records
bull Confirm construction projects by district local assistance are being reviewed on a consistent basis
1
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
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r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
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- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
bull Validate test reports submitted by outside laboratories need to indicate the person testing the material
bull Review whether the State has developed procedures to have the Central materials laboratory review test procedures and equipment in District laboratories
bull Verify if the State has developed policy and procedures for frequency for retesting the written portion of the ce1iification program and dece1tification procedures
bull Corroborate that the structural testers need to be instructed on the requirements for certification
A repmi will be prepared documenting the teams findings and if necessary recommendations to improve processes and better ensure full quality assurance measures
SCOPEAPPROACH
During the course of this evaluation the team wil explore whether proper implementation of quality assurance measures were conducted The scope consists of evaluating the 2004 findings and reviewing Caltrans and local agencies processes administration activities and control of the quality assurance proced1u-es through site visits to verify that Caltrans is meeting those commitments These s ite visits will be closely coordinated with Caltrans and will include interviews with appropriate d istrict and headqua1iers persmmel It is anticipated that besides reviewing the States central lab at least three District labs (including tlu-ee local agencies) wil l be visited
This process review will examine the certified testers quaHfied labs reference sampling program acceptance testing material certification etc
RESPONSIBILITIES
A mul ti-discipline team with representation from FHW A - California Division and Caltrans will conduct this review Team members and others with applicable expertise will assist on an as needed basis The basic team is identified below
FHWA-CA bull Jason Dietz - ConstructionMateria ls Engineer amp F ield Operations Engineer (
Central Region) bull Bren I George - Field Operations Engineer (Dist 7 amp 8)
Caltrans bull State side - TBD bull Local Assistance - Eugene Shy Donald Roberts
TRAVEL
It is anticipated that the team will need to travel to Southem California (Districts 8 and 1 1 ) Central Region (District 1 0) and N01th Region (District 4 and 3 ) In order to review files documentation and interview Caltrans s staff it is likely that the team will
2
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
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Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
-- -
need at least one night accommodation in each location Therefore travel costs for the FHWA team are expected to be $3500
SCHEDULEMILESTONES
Tl ME LINES December 2006
MILESTONES Final work plan approved
January 2007 Identify Caltrans and Local Assistance team members FebrnaryMarch 2007 Conduct site visits interviews etc April - May 2007 Review and analyze data Prepare Draft Report May l 2007 Complete Draft Repo1t Circllate for management review
Circulate Final Draft Report for Signature June 1 2007 June 15 2007 Condlct Closeout Conference July 2 2007 I Issue and distribute final signed rep01t
RECOMMENDATIONSAPPROVAL _1
-- - - bull l
_)ll
r middot I( )lbull--middot Date Recommendation - e-n ___ _ J_son-Dletz C_911structioMaterials Engr
c
Approval Date 1froJo7 1 Dennis A Scovill Chief Operating Officer
3
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
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FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
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189
20 ZO 3 1 Tirn F1 0
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Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Appendix B - 2004 Quality Assurance Review
Quality Assurance review of the California Departmeut of Transportation (S45405)
Review performed January 12 2004 thrn January 16 2004
Repoit by Michael Rafalowski
FHW A Contacts John Dewar Director Field Operations Dennis Dvorak Materials Engineer Kansas Division Office Jason Dietz California Division Office
California DOT Contacts
Headquarters Phil Stolarski Materials Engineering and Testing Services Terrie Bressette Flexible Pavement Materials Agustin Petmiddotez Construction Chuck Suszko Constnction Albe11 Vasquez Flexible Pavement Materials Sam KianfarFlexible Pavement Materials Liza Valencia IA Ebi Fini Nahid Hosseinazadeh Eugene Shy Local Assistance Engineer
District 12 Orange County Behdad Baseghi District MaterialsEnginee Ahiy haw IA John Warrick IA Farhad Hadjibaie Mehrdad Mahda-vian TH Wa1ig Randy Reiche1t assoc MampR Engr Homa Nouri Local assistance Engineer Bill Gilchrist Resident Engineer
District 7 Los Angelest Gerardo Medina Robe1to Jarquin IA Amie Ehtemam Eric Samaniego Eric Collar IA Terry Chapman IA Ron Longazo IA Patricia Galvan Resident Engineer
District 6 Fresno Ron Sekhon Materials Engineer Kirit Dave IA Kevin Reisz Resident Engineer Tod George Construction Engineer Fayad Al Masri1 District Local assistance Engineer Marv Johnson District Local assistance Engineer
The objective of this assessment and information sharing will be to review the State Agencies Quality Assurance Program practices and prpcedures and to ascertain the status of the States implementation of the Quality-Assurance regulation The review will be looking at the entire Quality Assurance Program in the State with an emphasis on the use of Contractor QC test data in thegnjff Pance decision i
Material practices involving the regulation were examined at the State Headquarters district and project levels 111lee districts District 6 Fresno District 7 Los Angeles and District 1 2 Orange County and a total of 6 projects were reviewed
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
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189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
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H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
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- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
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- undefined_4
- N_3
- a_2
- i_5
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- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
r -- - - middot
Itinerary
Januruy 1 2 - District 1 2 meeting January 1 3 - project reviews in District 1 2 District 7 meeting January 1 3 - proj ect reviews in Pistrict 7 January 1 4 c- District 6 meeting proj ect reviews in District 6 Januaimiddoty 1 5 middotc1itEa)Bllting and closeout
Organizational Structure
The Materials function is located in Materials Engineering and Testing Services (METS) which is in the Engineering Services Division There are 1 2 districts in California There are different organizational structures in the Districts as it relates to materials There is a single Materials engineer that covers Districts 5 and 6 In District 7 there are 5 leaders not one of which is the district materials engineer and District 1 2 and the remaining dis tricts which have a District Materials Engineer
The METS has quarterly meetings with the District Materials Engineers
Quality Assurance program
The sampling and testing frequency guides for normal acceptance proj ects appear in the Chapter 6 of the State Construction Manual and some of the standard specifications
The Independent Assurance Program is coved)n a separate publication the Independent Assurance Program Manual dated J11uary 200 1 This manual also covers the technician ce11ification prograni themiddot labimiddotit6middotqualfrication program and the equipment calibration procedures
The State s Quality Assurance procedures for asphalt are outlined in the publication Quality Control Quality Assurance Manual and the special provisions
Technician Qualification Program
The METS is responsible for the overall administration of the IA program The District IA testers are certified by the METS certification program At the local level the Independent Assurance (IA) testers in each of the Districts administer the State s technician ce11ification program The certification program includes a proficiency portion and a written test for each test that a technician is certified in A certification is good for one year The recertification process includes a proficiency test for each test that a technician is ce11ified in The following tests are performed on collaborative samples sieve analysis sand equivalent and cleanliness The IA testers witness the remaining tests
Each District keeps a list of qualified tecJinieirt$ f tecbnician working for a private laboratory cannot be qualified unles they worklbflqiilified laboratory The State is middot middot - 1 middot middot- middot lJ i working on a statewide list
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
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- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
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- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
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- fill_20
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- fill_41
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- 01101
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- undefined_8
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- undefined_10
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- AMEC_2
- fill_50
- fill_51
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- 107
- undefined_12
- fill_61
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- aRow4
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- undefined_13
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- fill_74
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- undefined_14
- Oll
- fill_79
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- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
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- M1xIJ11nc
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- Row1_3
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- Row3
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- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
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- Row1_5
- 001_2
- undefined_25
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- MilsDn Dallid
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- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
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- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
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- undefined_461
- undefined_462
- X XRow12
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- undefined_463
- undefined_464
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- undefined_465
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- undefined_466
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- undefined_467
- undefined_468
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- undefined_469
- undefined_470
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- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
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- undefined_500
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- undefined_501
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- Row5_7
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- undefined_502
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- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
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- undefined_514
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- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
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- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
The list of qualified technicians is not always getting into the project files Also i nformation on teclmicians that were qttalified in other districts is also not readily available to project personnel
District 6 has developed some training aids for materials technicians that are very good
It was noted that at least in one district there was a problem in having the structural testers recertified
The current policy does not have a procedure for disqualifying technicians 1 1
There currently is no requirement for retakig- tmiddot)vittcenth pait of the test for recertification
Laborn tory Qualification
The Central laboratory in Sacramento is AASHTO accredited
The State has d istrict laboratories in all but one district (District 12 which covers Orange County) The district laboratories have the capability of performing gradations Rvalue PI compression testing ignition ovens and asphalt mixture tests The State does not have a laboratory qualification program for the district laboratories
The laboratory qualification program is outlined in chapter 5 of the Independent Assurance Program The Independent assurance testers in each District are responsible for qualifying labs within the geographical area of the District Each lab is required to develop and maintain a Quality manual The District IA staff also inspects the laboratories All laboratories are required to participate in the reference sample program in order to become and maintain qualification Each District keeps a list of qualified laboratories for the laboratories within the geogFaph_ical area of the District If a District uses a laboratory located within another Pistr_iffJlj pistrict needs to contact the District that would qualify the laboratory in ordetmiddot ii1su1emiddottf1afthey were qualified The lab qualification process must be renewed yearly
The State has recently restarted their reference sample program This program is critical for ensuring the competence of laboratories
Equipment Ca libration
The procedures for calibrating and documenti ng calibration are in Chapter 7 of the Independent Assurance Program Manual
The State calibrates the stabilometers and nuclear gauges for their use Scales and compression machines are calibrated by outside vendors
-
All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
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- undefined_264
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- undefined_265
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- XXX
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- undefined_270
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- liill1op Gcotcehniool lnc
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- T
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- undefined_271
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- undefined_292
- undefined_293
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- fX
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- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
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- undefined_300
- undefined_301
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- undefined_318
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- undefined_319
- undefined_320
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- PB Amcricu lnc
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- undefined_325
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- X_207
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- Petr Gcolechnical lnc
- Mcrricli
- In Process
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- undefined_336
- undefined_337
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- undefined_428
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- I_7
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- undefined_434
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- XX_104
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- Utilitv Vault Ponlar
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- 0327108
- undefined_435
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_446
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- undefined_447
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- I_9
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- undefined_482
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- undefined_485
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- undefined_487
- undefined_488
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- undefined_489
- undefined_490
- XRow5_5
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- undefined_491
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- I_11
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- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
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- undefined_500
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- undefined_501
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- undefined_502
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- undefined_503
- undefined_504
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- undefined_505
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- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
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- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
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All testing equipment whether it is State owned or private laboratory owned is required to have a label indicating the due date for calibration
Quality Control Program
The State uses contractor tests in the acceptance decision on asphalt paving projects that have over 1 0000 tons of mix The State requires Quality Control plans for asphalt projects that use contractor tests in the acceptance decision
The requirements for quality control plans are contained in the publication Quality Control Quality Assurance Manual dated June 2002
The Contractor is required to submit QC plans to the State for approval
There cu1Tently are no requirements for the contractor to update hi s quality control program when technicians are rece11ified or the laboratories are requalified
Independent Assurance Program - - middot i
The Independent Assurance Progran is p1tainf i th publicat ion Independent Assurance Program Manual dated January 200 1s
The Flexible Pavement Materials section in METS manages the IA program The Independent Assurance testers are qualified by METS The Independent Assurance testers operate out of the District offices
The Independent Assurance Program includes the reference sample program collaborative testing and witnessing of test procedures
The States Independent Assurance testing is based on the system approach The IA program covers contractor consultant State and local personnel All testers are witnessed for the tests that they perform once a year Collaborative testing which is perfonned on fabricated samples are performed once a year on sieve analysis sand equivalent and cleanliness values
In addition to the traditional functions for IA the IA testers in the Districts are used to qualify testers and laboratories
I I
In District 6 it was noted that the Ifa testr V-GPVyrin 90 testers and 25 laboratories and completed 2698 written and practicl testsauiihg 2003
In the system approach annual reports are a critical aspect of monitoring the overall effectiveness of the IA program
Hot Mix Asphalt
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
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FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
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189
20 ZO 3 1 Tirn F1 0
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Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
The State specifies asphalt binder using the AR grading system and specifies asphalt mix design using the California kneading compactor
The State uses QCQA procedures on projects which have over 1 0000 tons of mix On QCQA projects the contactor is required to perform a mix design and it is verified by the State The asphalt content for mixdesii is cl_et1iJ1ind on stability and voids The verification process i s performed in the aistricflttboiatories In addition the mix properties are also verified by the State on mix from initial production A density test strip is also constructed during initial production
The total quantity of material placed on a project is considered a lot There are no limits on the size of lots Contractor quality control tests are taken every 500 tonnes The State performs the testing at a rate of 1 test per 10 contractor tests on samples taken independently of the contractor s quality control tests Verification is based on the t test and is performed by a program called AC Pay A dispute resolution system is in place If the contractor and State cannot resolve the differences a third party is used
Pay is based on asphalt content gradation mix moisture and compaction Gradations are based on cold feeds asphalt content is determined from the ignition oven A percentshywithin-limits type specification is used to determine a composite pay factor The validated contractors test results are used to determine pay
Mat density testing is performed with nuclear density gauges All gauges that are used for acceptance must be COlTelated with middottest re-i 1 middotI
middot I hmiddot l bull _ i bull The State currently does not obsene c011racto(trig9r examme contractor source documentation There cunently is no requirememufor the contractor to retain source documentation
It was noted that some test reporis that were being submitted by the contractors do not indicate the person that was testing the material
Portland Cement Concrete
Aggregate quality testing
Quality testing for concrete aggregate include LA abrasion cleanliness soundness freeze-thaw testing Alkali-Silica Reactivity and sand equivalent
Mix Design
Mix designs are developed and submitted by the cotractor Trial batches are performed by the contractor and must be witnessed by State personnel The State currently requires that fly ash be used in all concrete due tcconce-1rts over alkali silica reactivity
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
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b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
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- fill_24
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- fill_38
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- 100
- fill_41
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- fill_43
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- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
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- undefined_9
- undefined_10
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- AMEC_2
- fill_50
- fill_51
- fill_52
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- fill_58
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- g007
- undefined_11
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- 107
- undefined_12
- fill_61
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- N_4
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- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
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- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
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- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
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- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
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- Row2_9
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- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
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- undefined_481
- XRow7_7
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- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
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- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
I
Structural Concrete
Acceptance is based on compressive strength air content yield and penetration ball performed by the State The smoothness of the decks is determined with a bridge profilagra ph
Paving concrete
Acceptance is based on beams air content yield penetration ball a11d thickness 1 I I
performed by the State Thickness is muret -Y rrs taken and tested by the State Ride is also tested using the California profilagraph_ -The profilagraph testing is performed by the contractor in the presence ofthe-ngineer
Structural fill density is placed in 8inch l ifts Density is based on 95 of modified proctor Density in the field is detennined by nuclear gages
Aggregate
Aggregates that are used for bases and sub bases are tested for gradation R-value sand equivalent and durability index
Manufactured Materials
The State approves a number of products on a qualified products list that is published on the State s web site
Computer Programs - _1
1 _ U middot
The State uses a computer prograni ACmiddot f yayen 1contractor s test results _c
Findings and Recommendations
Overall the States Quality Assurance program meets the requirements of 23 CFRc637
2 The start of the RSP program is good I t strengthens the laboratory accreditation program as a means to show the quality of laboratories test reports
3 The DME meetings are good 4 The QCQA program is one of the few in the country that uses an appropriate
statistical process to verify contractor test results However several improvements to the program should be examined a Consideration should be given to setting the maximum size of a lot to 20
contractor test results at least for verification purposes
j r
5
6
7
8
9
I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
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- 092807
- undefined_444
- X_282
- X_283
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- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
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- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
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- XRow1_39
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- undefined_492
- undefined_493
- undefined_494
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- undefined_497
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- undefined_499
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- undefined_501
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- undefined_502
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- undefined_504
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- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
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- undefined_512
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- XRow6_10
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- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
5
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I bull bull_ bull
b The State should consider revising the ratio of State tests used for verification to approximately 1 in 5
c A State procedure should be developed to direct State construction personnel to monitor contractor QC testing procedures and documentation
d The procedure for verifying contractor test results needs to be revised to ensure that AC pay is run after each State verification test is run
e The specification should be revised to ensure that the contractor retains records for 3 years
f The specification should be revised to direct the contractor to amend the QC plan to incorporate updated tester certificates
g The State should consider running gradations on the aggregate obtained from the ignition oven
h The State should considet developing training for the QCQA specification
i Consideration should be given to METS providing increased oversight and training of the District QCQA Coordinators to provide a uniform application of the specification between Districts
J middot In the long term the State should move toward using volumetrics for asphalt acceptance replacing gradation This will address concerns with contractor adjustments to asphalt c01ite11t in the mix
The State should be commended for the development of the tester certification program a The Districts that have been reviewed have good tracking systems for
ce11ified testers The State should be commended for the work that has been done to develop a statewide database however it needs to be completed and implemented
b The State should be commended for the training that was developed for tester certification in Distrtct 6 and are encouraged to develop more
c The structural testers need to be instructed on the requirements for certification
d Procedures need to be revised to ensure proper distribution oflists of certified testers and proper filing in project records
e Consideration should be given to increase the resources in District 6 IA f The State should develop a frequency for retesting the written portion of
the certification program g The State should expand policy and procedures for the overall certification
program to cover decrtificat1on Rrodi res l h ES should revie t1e IAif_iioi1 program performed in the _ 1
d1stncts to promote umfonmty i
The State needs to develop a procedure to have the Central materials laboratory to review lest procedures and equipment in District laboratories Test reports submitted by outside laboratories need to indicate the person testing the material We have concerns that the review of construction projects by district local assistance may not be performed on a consistent basis The State should add some additional collaborative testing to the IA program
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
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Appendix C - Master List of Caltrans Qualified Testers
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04-27- 2007 - Paqo 1 er 13
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
TL0108L IACI l)JiO Orricl DS tnde-p11ndcni As11111i1nCc (IA) l ferry Ch11Pm31n )rd 0lvld Fudcn Phono (909 3MbullbullUHi Fox (909) 363-lt533S
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
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- AMEC_4
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- NAMEC
- N
- fill_12
- fill_13
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- fill_20
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- undefined_8
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- undefined_10
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- AMEC_2
- fill_50
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- fill_52
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- undefined_12
- fill_61
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- undefined_13
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- fill_74
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- undefined_14
- Oll
- fill_79
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- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
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- M1xIJ11nc
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- Row1_3
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- Row3
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- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
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- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
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- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
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- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
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- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
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- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
$t Alt OF CALIFORNIA oEPJtiRTrwENT or=TRAH5-JlOrtlifl TtOH
Master List of Caltrans Qualified Testers TL-0100-T tEVt0U)1) itD SlnC B lndont As11rancc-ItMte Hammor Ten) Cni)pmiuDavtd F1r-doCi ltOrllcc (goQ) 38619 Fax (909)383- 335
o
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Appendix C - Master List of Caltrans Qualified Testers
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ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
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----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
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189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
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Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
ST ATE OF CALJO RN PA OtPARTMDH D F TlltANSPORT A TIOr-t
Master list of Callrans Qualified laboratories Appendix D - Master List of Caltrans Qualified Laboratories Apri27 2007
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Malnuining CaltYn Quailbullticaillon of laiboriori lt is tho abonltory1 s rosponzibility to mainta n thoir Ciltrins Labor3tory Quii(citon sows on anriuJi bosis by upditina tho 1nforrnaion on record w11 li i i ii l i i I iitho Distriit I A monto n lg soltlSfG)Clory RS P parlioipG)ti on nd schcdu[tng G) ye 1riy lobora Qy 1np eic L1 on by th a l A stltf Up on succ ossfu[ comPlcti on o i ii l i 1
l i ii -the nouilroviw the IA stoff will rrJisuo 1Cattrgtris QuJlircd Jlhorc1t0Jy lrsrioction Rapeirl Form TLiOil3 votd (or ono yoar
- Coocroto PrG-Cosl M1nulcrumg Plnl
Pago 1 ol 1
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
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- undefined_265
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- Odcn UT
- Ni nvo Moore
- Ontirio
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- Petr Gcolechnical lnc
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- In Process
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_446
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- undefined_447
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- undefined_489
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- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
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- undefined_505
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- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
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- undefined_512
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- undefined_513
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- I_13
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- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
----- - - i
Appendix E - Certificate of Proficiency TL-01 1 1 (Rv 07-00)
CALIFORNIA DEPARTMENT OF TRANSPORTATION
Presents this
I CERTIFICATE OF PROFICIENCY I
to
Robert Shipman
Kleinfelder-Sacramento
wha is qualffied to perfonn the following tests 216 Relative Compaction Soils amp Aggregates 23 1 Relative Compaction of Soils amp Aggregates (Nucle0r) 226 Determination of Moisture Content by Oven Drying 504 AJf Contettt_Freshly J1lxed CniretemiddotPSSI- middot middot middot -518 Density of Fresh Concrete 511 Ball Penetration in Fresh Portland Cement Concrete 519 Sampling Freshly Mixed Concrete
556 540 543 Air Content of Freshly Mixed Concrete -Volumetric Method
PCC Cylinder Fabrication
Slump of Fresh Portland Cement Concrete 557 Temperature of Freshley Mixed Portland Cement Concrete 375 In-Place Density amp Relative Compaction AC Pavement
I bull -
I
I I EXPIRES
January 19 2008 January 19 2008 January 19 2008
middot Jammcymiddot l9 2_0q8 _ January 19 1 2008 January 19 2008 I January 19 2008
I
I January 19 2008 I January 19 2008 January 19 2008 January 19 2008 J1muary 19 2008
_ TL-Old l Issuede 19 January 2007
bull t [A Phone No (209) 481 -5248
Certified IndependentAssurance [A Certificate No 054
note This certificate is valid as long il3 lhe Accepance Tester complies with applicable requirements in Ca trans I nde pend en AJs11rtn1ce Program M auual
- ----- __)
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
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- XX
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- X_15
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- X_20
- x1
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- JX
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- Caltrms Construction
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- Caltrnns Matcrinls Lib
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- undefined_248
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- X_63
- X_64
- iX_5
- X_65
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- X_66
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- X_67
- undefined_250
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- Ctltrop CnlWet Coisullnnb
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- fill_84
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- X_78
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- X_79
- undefined_251
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- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
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- X_89
- CHJ lncorpornled
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- X_91
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- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
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- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
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- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
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- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
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- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
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- X_115
- XI
- XXI_2
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- X_117
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- XX_39
- XRow1_9
- XXj
- Coreslab Structures
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- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
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- XX_42
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- X_122
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- X_127
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- XIX_4
- fill_155
- X_129
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- Grani le Construction Co
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- XRow1_12
- X_131
- undefined_267
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- undefined_268
- XX_45
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- X X xxX_2
- XIXX_3
- X_133
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- XRow2_8
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- Indio
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- XX_48
- X_138
- X_139
- X_140
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- undefined_269
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- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
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- XX_50
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- XX_51
- X_147
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- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
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- X_158
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- X X X
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- XXX_5
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- undefined_272
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- undefined_273
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- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
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- XRow1_16
- XIRow1_2
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- undefined_277
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- undefined_290
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- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
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- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
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- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
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- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
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- I X
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- Ont11rio
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- undefined_316
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- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
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- XRow1_22
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- X XRow1_3
- X_204
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- X_205
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- PB Amcricu lnc
- Socrnrncnto
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- undefined_322
- undefined_323
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- undefined_325
- undefined_326
- undefined_327
- undefined_328
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- X_207
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- X_208
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- X_209
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- Petr Gcolechnical lnc
- Mcrricli
- In Process
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- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
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- undefined_346
- XRow1_25
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- Pomcrov Coruoration
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- San Bcmordi no Counrv
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- X_255
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- X_259
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- Surccast West
- HiAhland
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- undefined_422
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- undefined_423
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- Riverside_4
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- undefined_428
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- Utility Voult Hemlock
- Fontnno
- I_7
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- undefined_433
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- undefined_434
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- Utilitv Vault Ponlar
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- 0327108
- undefined_435
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- undefined_439
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- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
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- undefined_445
- undefined_446
- X
- undefined_447
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- undefined_448
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- undefined_449
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- I_8
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- undefined_475
- undefined_476
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- undefined_477
- undefined_478
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- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
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- undefined_484
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- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Appendix E - Certifica te of Proficiency (Cont) 1
CALIFORNIA DEPARTMENT O F TRANSPORTATION
CERTIFICATE middotOF PROFIC IENCY
for an ACCEPTANCE TESTER
This certifies that
Richard Ashbaugh 7Pnn1 name)
Fugro West Finl agency)
is qualified to pert orm the following tests Cert Recert Cert Recert
Cal if Test Method Date_ middot Calif Test Method Date [] 1 OS-Calculations 706 707 [] 504-Air Content(PCC) 407 4108
[j 1 25-Sampling (AC Only) 407 4108 5 1 8-Unit Weight(PCC) 407 4108
I] 201 -Sampling 706 707 I] 521 -Comp ressive Strength 4107 408
202-Sieve Analysis 706 707 533-Ball Panetration (PCC) 407 408
407
[] 2 1 7-Sand Equivalent 7106 707 l] 540-Concrete Specimens 407 408
l 21 6Re lative Compaction(Soils) 407 4108 [] 539- Sampling 4108
[] 226degMoisture Content 407 408 523 - Beam Breaking 407 408
227-C leanness Value 407 408 Add CTM 524 Apr 07
D 205-Crushed Particle I] 23 1 -Relative Compaction(Soil) 4107 408
middot 229middot Durability Al l test methods expi re 1 year from date shown 375-Relailve Compaction (AC) 407 408
JOSEPH PETERSON District 03 Materials Engineer
1 6 80
Certified Independent Assu rance AST Certificate No District 3 Marysvi l le CA
Note Th is certificate is valid as long as the Acceptence
D lssue Tester complies with app r icable requirements in Caltrans Qua l i ty Assurance Programs Manual
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
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- X_63
- X_64
- iX_5
- X_65
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- XX_21
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- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
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- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
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- Riverside
- X_78
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- X_79
- undefined_251
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- X XRow2_2
- undefined_252
- XRow2_3
- X_80
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- X_82
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- X_84
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- XX_27
- X_86
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- X_88
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- XRow2_4
- X_89
- CHJ lncorpornled
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- XX_29
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- X XX_3
- X_94
- XXI
- X_95
- X_96
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- CHJ lncoroororccl
- Victorville_2
- X_99
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- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
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- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
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- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
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- undefined_261
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- undefined_262
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- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
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- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
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- XIX_2
- X_111
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- X_112
- XX_36
- X_113
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- X X X X X_3
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- XI
- XXI_2
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- Coreslab Structures
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- X X X X X_4
- undefined_265
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- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
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- XIX_4
- fill_155
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- Grani le Construction Co
- 9 Palms
- X_130
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- >X X_6
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- xRow2
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- Indio
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- undefined_270
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- liighlnnd
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- XX X X X X_2
- T
- X_151
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- undefined_271
- XX_52
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- Odcn UT
- Ni nvo Moore
- Ontirio
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- I X
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- Ont11rio
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- undefined_318
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- r
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- PB Amcricu lnc
- Socrnrncnto
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- undefined_325
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- Petr Gcolechnical lnc
- Mcrricli
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- undefined_337
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- San Bcmordi no Counrv
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- Surccast West
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- Riverside_4
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- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
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- X_272
- undefined_433
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- undefined_434
- X_273
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- XX_104
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- XX_107
- Utilitv Vault Ponlar
- Fontann
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- undefined_436
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- X0327108
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- undefined_439
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- XX_110
- X_280
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- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
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- undefined_445
- undefined_446
- X
- undefined_447
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- undefined_448
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- undefined_449
- undefined_450
- undefined_451
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- BnraowRow1
- Row1_18
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- undefined_457
- undefined_458
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- undefined_459
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- XX XRow12
- I_8
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- undefined_461
- undefined_462
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- undefined_468
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- undefined_472
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- undefined_476
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- undefined_477
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- I_9
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- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
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- undefined_483
- XRow7_8
- undefined_484
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- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
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- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
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- I_12
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- undefined_499
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- undefined_500
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- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
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- undefined_503
- undefined_504
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- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
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- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Appendix F - Certificate of Proficiency for Structures Construction
C E bull i f i c A T E o f P R o f i c i E N c y
F o n S T R U C T U R E S C
TT
ll
o N S T R U C T i o N
Th is CERTi fiEs ThAT MA CRETE is ouAli fi Ed TO pERfoRM ThE
Fo owiNG CTM 1s
CAli foRNiA TEST METhod CERTi ficATE DATE RECERT DA
FEb 2007 FEb 2008 bull O4Ai R CONTENT FEb 2007 FEb 2008 bull 1 8DENSiT of fRESlt
CoMCRETE FEb 2007 a ffJBAll PENETRATiON FE b 2007 1- H9Makod of SAMpli Nq
f RESlt CONCRETE fEb 2007 4OMAkiNG HANdliNG
SToRiNG SpEciMENS FEb 2007 FEb 2008 bull 41 GROUT MiXTURES
Flow CoNE FEb 2007 FEb 2008 47 0pERATioN of BRidqE
PRofi LoqRAplt FEb 2007 FEb 2008 bull 6SluMp of PCC fEb 2007 FEb 2008 bull 7TEMpERATURE of FREslt
PCC
FEB 2 1 2007
Date Issued CCrcified Independent Assurance Sampler and Tester
IAST CCrtificate No
File Copy in Category 39 Materials Testing
Certification of Employees Note This
Certificate is valid as long as the Acceptance
Tester complis with applicable requirements
in Caltrans IA Program anual
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
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- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
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- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
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- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
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- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
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- undefined_472
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- undefined_473
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- undefined_474
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- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
middot middot middot
This Certifies that
David Clark
Is qualified to perform the follo wing tests
California Test Method Certificate Date Re-Cert Date A 504- Air Content PCC May 2006 May 2007
Steve Harvey 5 1 8-Density of FreshConcrete May 2006 May 2007
Senior Bridge Engineer
533-Ball Penetrat ion PCC Maya2006 May 2007 middot middot
- middot -539- Method of Sampling Fresh Concrete May 2006 Mav 2007
540-Making Handling Storing Specimens May 2006 Mav 2007
54ila-Grout Mixtures (Flow Cone) Maya2006 May 2007 Certified Independent Assurance Sampler
547-0peration of Bridge Profilograph May 2006 Maypound007 and Tester
556- Slump of Pee May 2006 May 2007 Date Issued FEB 2 4 2006 557- Temperature of Fresh PCC Maya2006 Mav 2007 middot
IAST Certificate 083
All test Methods expire 1 year from date shown F i l e Copy in Category 3 9 Materials Testing Certification of Employees
Noe This certificate is valid as long as the Acceptance tester complies with the applicable requirements in Caltrans Independent Assurance Program Manual
Appendix F - Certificate of Proficiency for Structures Construction (Cont)
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
- X_96
- X_97
- X_98
- CHJ lncoroororccl
- Victorville_2
- X_99
- X_100
- X XRow5
- x
- X X_3
- undefined_253
- X_101
- undefined_254
- X X_4
- undefined_255
- xx
- X_102
- XX_30
- XX_31
- X_103
- Corfm30 Specialties Jnc
- MobHe
- XRow1_6
- X XRow1
- undefined_256
- undefined_257
- XRow1_7
- undefined_258
- X XRow6
- X X X X X
- I
- XRow3
- X_104
- X X xxX
- XX_32
- X_105
- XX_33
- XRow2_5
- XRow1_8
- undefined_259
- Conrnd Confitructors
- RioIto
- 100606
- XRow2_6
- X XRow2_3
- undefined_260
- 1_3
- undefined_261
- XRow2_7
- undefined_262
- undefined_263
- X XRow7
- X X X X X_2
- undefined_264
- I_2
- XX X X X X
- X_106
- XX_34
- X_107
- X_108
- XX_35
- X_109
- Convcre Co111ulttmts
- RcdlOlds
- X_110
- XX X_2
- XIX_2
- X_111
- X X_5
- X_112
- XX_36
- X_113
- X XX_4
- X X X X X_3
- X_114
- XX_37
- X_115
- XI
- XXI_2
- X_116
- XX_38
- X_117
- X_118
- XX_39
- XRow1_9
- XXj
- Coreslab Structures
- Perris
- XRow1_10
- X XRow1_2
- X XRow9
- X X X X X_4
- undefined_265
- XIRow1
- XRow6
- XXRow1_2
- XX_40
- XX_41
- XXX
- XXX_2
- X X xxXX
- XIX_3
- XXIX
- GcoTcL Inc
- Riverside_2
- X_119
- X_120
- X_121
- XX_42
- X XRow2_4
- X_122
- X_123
- X_124
- X_125
- X XX_5
- X X X X X_5
- XX_43
- undefined_266
- X_126
- XX_44
- X_127
- X_128
- X X xx
- XIX_4
- fill_155
- X_129
- XRow1_11
- xRow1
- Grani le Construction Co
- 9 Palms
- X_130
- X XRow3
- XRow1_12
- X_131
- undefined_267
- >X X_6
- 7_2
- X_132
- XXX_3
- undefined_268
- XX_45
- XX_46
- X X xxX_2
- XIXX_3
- X_133
- XX_47
- XRow2_8
- xRow2
- Grnnitc Conslruction Co
- Indio
- X_134
- X_135
- X X_7
- X_136
- X XX_6
- X_137
- XX_48
- X_138
- X_139
- X_140
- X_141
- X_142
- XX_49
- undefined_269
- X_143
- X_144
- X X xx_2
- undefined_270
- fill_177_2
- X_145
- XRow3_2
- X_146
- liill1op Gcotcehniool lnc
- liighlnnd
- X XX_7
- XX_50
- X XX_8
- XX_51
- X_147
- X_148
- X XX_9
- X_149
- X_150
- XX X X X X_2
- T
- X_151
- XXX_4
- undefined_271
- XX_52
- XX_53
- X X xxX_3
- X_152
- XX_54
- XRow4
- X_153
- Kicwil Picific Co
- X_154
- XX_55
- X XX_10
- XX_56
- XRow1_13
- X_155
- X_156
- X XX_11
- X_157
- XRow2_9
- Kleinfelder Inc
- X_158
- X_159
- X X_8
- X X_9
- X X_10
- X_160
- X_161
- X X X
- X X X_2
- X_162
- X_163
- XXX_5
- XX_57
- XX_58
- X X xxX_4
- undefined_272
- X_164
- XX_59
- XRow5
- undefined_273
- XRow1_14
- X_165
- X_166
- X_167
- X X_11
- X X_12
- XX X_3
- X_168
- XX_60
- XX_61
- XRow6_2
- X_169
- X_170
- XX_62
- Redlands
- X0212808
- X0212808_2
- X X0212808
- X0212808_3
- X0212808_4
- X0212808_5
- 0212808
- X X X0212808
- X X X0212808_2
- XX X X X X_3
- XRow1_15
- XRow1_16
- XIRow1_2
- XRow1_17
- XRow10
- XRow1_18
- XRow1_19
- X X xxRow11
- Row18_2
- undefined_274
- XRow7
- XRow3_3
- X X XRow2
- X XRow2_5
- XRow2_10
- XXRow2
- XXRow2_2
- I_3
- XRow4_2
- X_171
- X_172
- i_12
- X_173
- undefined_275
- X_174
- X_175
- X_176
- X_177
- undefined_276
- X_178
- X X_13
- X_179
- X_180
- X_181
- f
- X_182
- undefined_277
- XRow1_20
- f_2
- Xf
- undefined_278
- undefined_279
- MtichCom
- Redlands_2
- X_183
- X_184
- undefined_280
- X_185
- undefined_281
- undefined_282
- undefined_283
- undefined_284
- undefined_285
- XRow2_11
- X_186
- f_3
- X_187
- undefined_286
- undefined_287
- Onttrio
- XD810107
- X_188
- undefined_288
- undefined_289
- XX_63
- X_189
- undefined_290
- undefined_291
- undefined_292
- undefined_293
- undefined_294
- X_190
- undefined_295
- X_191
- X_192
- XX X_4
- fX
- XX_64
- undefined_296
- undefined_297
- Odcn UT
- Ni nvo Moore
- Ontirio
- X_193
- X04i07
- undefined_298
- X_194
- undefined_299
- X_195
- undefined_300
- undefined_301
- undefined_302
- undefined_303
- undefined_304
- undefined_305
- undefined_306
- XX XRow1
- XRow1_21
- X_196
- XXRow1_3
- undefined_307
- undefined_308
- XX_65
- undefined_309
- X_197
- X_198
- X X_14
- X X_15
- X_199
- undefined_310
- undefined_311
- undefined_312
- undefined_313
- undefined_314
- undefined_315
- X_200
- X_201
- XX X_5
- X_202
- I X
- X_203
- Ont11rio
- XX_66
- undefined_316
- I_4
- undefined_317
- undefined_318
- XRow6_3
- r
- undefined_319
- undefined_320
- undefined_321
- XRow1_22
- XRow1_23
- X XRow1_3
- X_204
- XX_67
- XX_68
- X_205
- X_206
- PB Amcricu lnc
- Socrnrncnto
- XRow1_24
- XRow2_12
- undefined_322
- undefined_323
- undefined_324
- undefined_325
- undefined_326
- undefined_327
- undefined_328
- undefined_329
- XRow7_2
- undefined_330
- undefined_331
- undefined_332
- X_207
- XX_69
- X_208
- X X_16
- X_209
- X_210
- X_211
- X_212
- Petr Gcolechnical lnc
- Mcrricli
- In Process
- XIn Process
- XIn Process_2
- undefined_333
- undefined_334
- undefined_335
- undefined_336
- undefined_337
- undefined_338
- undefined_339
- undefined_340
- undefined_341
- XIn Process_3
- undefined_342
- undefined_343
- undefined_344
- undefined_345
- undefined_346
- XRow1_25
- XRow1_26
- XRow4_3
- XRow1_27
- XRow1_28
- X_213
- Pomcrov Coruoration
- Perri
- X_214
- X_215
- undefined_347
- undefined_348
- undefined_349
- XX_70
- XI_2
- undefined_350
- undefined_351
- undefined_352
- XX X_6
- undefined_353
- undefined_354
- undefined_355
- undefined_356
- undefined_357
- XRow2_13
- X X_17
- XX X_7
- XX X_8
- X_216
- X X_18
- X_217
- X X_19
- X_218
- Procast Product
- Hihland
- undefined_358
- undefined_359
- undefined_360
- XIn Process_4
- undefined_361
- undefined_362
- undefined_363
- XIn Process_5
- undefined_364
- X X X X X_6
- undefined_365
- undefined_366
- X X_20
- XI_3
- XXI_3
- X_219
- X_220
- XX_71
- X_221
- Riverside County
- Riverside_3
- In Process_2
- undefined_367
- undefined_368
- undefined_369
- XRow6_4
- undefined_370
- undefined_371
- undefined_372
- undefined_373
- I_5
- XRow11
- X X X X X_7
- undefined_374
- undefined_375
- undefined_376
- X XRow1_4
- X XRow1_5
- XRow7_3
- XRow1_29
- XRow2_14
- undefined_377
- X_222
- RMAGrouo
- X_223
- X_224
- X_225
- undefined_378
- undefined_379
- XRow7_4
- X_226
- X_227
- undefined_380
- undefined_381
- XX_72
- X X X X X_8
- undefined_382
- undefined_383
- X_228
- undefined_384
- X_229
- X_230
- XX_73
- XX_74
- undefined_385
- XX_75
- undefined_386
- undefined_387
- RMAGrouo_2
- X_231
- undefined_388
- XRow8
- X_232
- X_233
- undefined_389
- undefined_390
- XX_76
- X X X X X_9
- undefined_391
- X_234
- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
Appendix G - Rating Scale
Rating would be determined as follows
0-2 points
3A points
5-6 points
7-8 point
9- 1 0 point
unsatisfactory a rating of 0 means the program is not active in this area A rating of 2 would mean minimal some activity in one of the three items
needs improvement a rat ing of3-4 would mean some activity in two of the three items
satisfactory a rating of 5-6 would mean the program is meeting the expectation of an average service
highly satisfactory a rating of 7-8 would mean the program is providing very good service to the department
excellent a rating of9- 1 0 would mean that the program is extremely committed to the service component mission of the department
bull I middotbull J bull
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
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- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
2rd Trm riil 1
Appendix H - Practicals New Recertifications and Administered Written Examinations
District 08 Independent Assurance January 01 thrn April 27 2007
Practicals New
n 430
2-llmiddot(iS 8
Pracbcals R1cer1 Tcmiddot rtB 669
1bullintPM 649
211d Timt-ra- 19
Wr t tense ilotiilifuts
11fIITPlIH 2nrJ Tre PIU
Grand Tolas 2111
1756
120 middotmiddot1 IT Sdeg31-r- Pss 0 l3 Trre Pa5 0 31d Tir PIU 13
bull--nm agt5 0 4- TrrPJoss 0 4h lrTI I Pin 2 1
FAILURE$ FAILURoa ILURES ~ bullbullbullbull r i1r Fil 0 2nd li
llt Fal I) 3rd lrne fiilt I) i 41hlH1te-ffl [)
189
20 ZO 3 1 Tirn F1 0
e e 8 d lirn Fll I
4middotmiddot11nmiddoti8 fiill 0 (th limeFll t
Check Total 44 Check Totae 6GS ChecltTotal US 2111 l
Total No of CT Labs Accred
Total No or CountyC ty iL1b1 Accred
Total No of Private Labs Accred
Expired In Proetss
l f) I ) imiddot
Nole Ptactcal ea m refers 10 le1e practecal ea n a rte r Ule init al wrillen e am W tness refers 10 llle annual le i i iere ualiecat on of nu lesterinc[ud n coonOoraleon l ie i ie
Total no or Labs w lsputbull Resolution (YESNO and RevokedSuspended Acred comments
I I D
Total no or Lab w RevokedSuspended Accred
Dipute Resolut on (YESNO and icomments)
0
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
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- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i
- -
4 9 70
STATE ROL TE 4 BlPASS
SEGMENTA I PACKAGE 1
Report No Samp le N o Mic No Oate Cast Age
( days) Break PSI
2 2 1 8 2 A 1 2850
22 1 8 2 6 7 2960
4 9 2 2 1 8 2 C 221 82 D
2 20 0 60506 14 14
3490 3370
22 j 82 E
72 llll F 29
29 4460 4290
22183 A 7 3690 2 2 1 8 3 B 7 3770
so 221 83 C 22 1 83 0
556 060506 1 4 1 4
4 3 6 0 4 3 1 0
Z 2 1 1l3 E 29 5030 7 -1 13 F 79 5180 22225 A 2 2n s e
7 7
2S30 7590
5 1 2 2 2 2 5 C 22225 D
272V13 0 60B06 1 4 14
3660
3710 22225 E 2 8 4380 t_S r 28 4 2_50 2 2 3 4 1 A 7 3720
2 2 3 4 2 B 7 3790 2 2 2 4 2 C 1 2 4 1 5 0
5 2 2 2 3 4 2 D 22342 E
5S6 062106 1 2 14
4 1 00 4 1 90
22342 F 1 4 4 1 6 0 2234 2 G 28 4 3 1 0 2 2_34 ] H 28 4270
22343 A 7 3450 U343 B 7 3380
5 223 4 3 C 22343 D
S56 C62 l06 1 4 1 4
4 2 5 0 3980
22343 E 28 4160 22_343 F 28 4 1 20 22379 A 7 3250
54 223 19 B 22379 C
346 0 6 1 906 7
2B 3 1 6 0 3640
n79_D 2_8 4 _8_0 2 2 4 1 01 A 7 2840 2 24 1 1 6 7 2800
55 224 1 l C 2 24 1 1 D
220 0 62706 14 14
3540 3360
2 24 1 1 E 28 3870 224 1 1 f 2$ 3560 22592 A 7 3270 22 5 9 2 B 7 3230
56 2 2 S 9 2 C 2 2 592 D
220 0 7 1 2DG 1 4 14
4380 4 300
22592 E 28 72592 F 78 4 9 1 A 2 2 593 A 7 3290 22593 B 7 3450
Req u i red
Pass Fa i l Ke l ly Ba ll
Pen
__ Spec Pen
Req Micliemp Ite m No
NA NA 2 2 84 1 52
NA
4061 4 0f l
NA
Pas Pffbull
1 7 5 2 83 1 5 1
NA
4061 4061
NA
Pass Pa_s_
4 4 1 4 6
NA NA 1 S 2 8 4 1 5 1
4061
406J Pass Pa_ss
NA
4061 4061
NA
Pass Pc1s_s
l 2 82 1 5 1
roA NA 4 2 5 4 so 163
f-ltA NA l 75 2 89 1 5 7
NA NA 3 2 82 1 5 7
Lociti o n Remirks
Retai n ing Wal l II S Stag e 2 Wll l l
Rou te 2699 P ier Wal Be n t 2
-
Sou n d watl 11 2 CI D H P i l e
Hzmmer lane DC D ec Po u r - S tage l
H i m mer La nlt OC Deck Po u r A Stie l
Sound Wa l l l
Sou n d Wall 11 l bull Foo t ing
Sound w a l l l - Foot ing
NA NA 22 593 C 1 4 44 60 57 5S6 0 1206 3 2 8 0 1 5 1 H mmer Lne O C - PT B lock o u ts J2S93 D 1 4 4 580
2 2 593 E 28 5070 4061 Pass 22593 F 28 493 0 4061 Pass 22974 A 7 26S0 22974 B 7 2760 NA NIA 22974 C l 4
Sou n d Wa l l 11 2 CDH P I i e 34 20 1 5 2 B O 1 4 G 2 72V13 06 1 506 bull Can n o t use 28 day dMa 1 sa mple s unsufflc lent 1 4 2 2974 0 3490
22974 E 2 2 974 F
WIii w a i t for S6 day bre a k to mae a d ete rm i na t i on 28 3450 4D61 Fal l middot 56 5 _90 l0_6 1 Pa_s_s
Appendix I - Log Summary Testing Frequency (example)
5 8
- Structure Bookmarks
-
- undefined
- December 2006
- Final work plan approved
- January 2007
- Conduct site visits interviews etc
- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
- Conduct Closeout Conference
- July 2 2007
- Issue and distribute final signed rep01i
- JaonDietz Co structionfMaterials Engr
- Nmn
- Employor
- undefined_2
- BrownDennis
- lAMEC
- AMEC
- 0 NAMEC
- AMEC_2
- AMEC_3
- AMEC_4
- 0 AMEC
- AMEC
- AMEC_5
- NAMEC
- N
- fill_12
- fill_13
- fill_14
- fill_15
- g
- fill_17
- Row1
- g Row1
- fill_20
- fill_21
- fill_22
- 5
- fill_24
- fill_25
- fill_26
- fill_27
- S
- N_2
- a
- i
- 5_2
- fill_33
- i_2
- i_3
- i_4
- l
- fill_38
- fill_39
- 0
- Conner KcviD
- AMEC_6
- 100
- fill_41
- fill_42
- fill_43
- IQI
- undefined_3
- undefined_4
- N_3
- a_2
- i_5
- undefined_5
- 01101
- undefined_6
- undefined_7
- undefined_8
- 001
- undefined_9
- undefined_10
- 1>12Jl1
- ll01
- D1vid Errc11
- 12l1AMEC
- AMEC_2
- fill_50
- fill_51
- fill_52
- fill_53
- IQI_2
- 1
- 1211
- fill_58
- Row1
- g007
- undefined_11
- Undivcrdc Miriu
- AMEC_7
- 107
- undefined_12
- fill_61
- ll01_2
- N_4
- i_6
- 1_>12Jl1_2
- 1m
- N Row4
- aRow4
- 1_Row_2>11Row2
- iRow4
- iRow4_2
- iRow4_3
- lRow4
- 1211Row2
- 1101Row2
- 0Row4
- 007
- undefined_13
- Lw1dn1Crdc TOlIIUS
- AMEC_8
- fill_74
- lll
- lll_2
- Row1_2
- undefined_14
- Oll
- fill_79
- fill_80
- 11ll
- N_5
- a_3
- i1ZAJ7
- undefined_15
- 01m
- undefined_16
- undefined_17
- undefined_18
- undefined_19
- 1IOT
- 12QT
- 171
- bru1iw1 Roush
- 1101AMC
- 1001Row1
- fill_87
- lll_3
- fill_89
- fill_90
- fill_417
- 1ClJl
- undefined_20
- W2
- W2_2
- OllW2
- wz
- 1201wz
- N_6
- 1m_2
- M1xIJ11nc
- 1101Brutoro
- Row1_3
- lllRow2
- Row3
- Row7
- Row1_4
- 1ClJlRow2
- undefined_21
- W2_3
- Row3_2
- Row2
- OllRow3
- undefined_22
- undefined_23
- undefined_24
- Row1_5
- 001_2
- undefined_25
- undefined_26
- MilsDn Dallid
- 1101DtuOCO
- DtuOCO
- undefined_27
- DtuOCO_2
- lllDtuOCO
- undefined_28
- undefined_29
- undefined_30
- 1ClJlDtuOCO
- undefined_31
- undefined_32
- Row4
- Row3_3
- undefined_33
- undefined_34
- undefined_35
- undefined_36
- Row2_2
- undefined_37
- undefined_38
- undefined_39
- Solo JilDll
- 11018ooro
- 8ooro
- 8ooro_2
- lll8ooro
- 8ooro_3
- 8ooro_4
- 8ooro_5
- 1ClJl8ooro
- 8ooro_6
- W28ooro
- 0078ooro
- 8ooro_7
- 8ooro_8
- undefined_40
- undefined_41
- undefined_42
- undefined_43
- 8ooro_9
- a_4
- 12QT_2
- 171_2
- 1ZAJ7
- i_7
- i_8
- i_9
- fill_137
- 11
- 1m_3
- 0_2
- Dudlcv liric
- lvMvJom
- undefined_44
- Row4_2
- lllRow5
- Row4_3
- undefined_45
- undefined_46
- undefined_47
- Row6
- Row5
- Row5_2
- undefined_48
- undefined_49
- Row4_4
- undefined_50
- undefined_51
- undefined_52
- undefined_53
- Lu Kcvi11
- Byerly John
- ltl1
- 1007
- 1007_2
- undefined_54
- undefined_55
- undefined_56
- W2Row5
- 1_2
- undefined_57
- fill_149
- 7
- undefined_58
- fill_150
- 10107
- undefined_59
- 17107ll07
- ll07
- undefined_60
- fill_152
- undefined_61
- undefined_62
- undefined_63
- AasGtct
- 1107Bvcrlv John
- ltl1Bvcrlv John
- 1007Bvcrlv John
- 1007Bvcrlv John_2
- mBvcrlv John
- Bvcrlv John
- 1007_3
- 1007_4
- undefined_64
- undefined_65
- undefined_66
- fill_161
- 7
- fill_163
- fill_164
- undefined_67
- undefined_68
- fill_165
- undefined_69
- undefined_70
- undefined_71
- WClj1jL Souuy
- Byerly John_2
- undefined_72
- 1007_5
- 101
- 1001
- 1001_2
- 1001_3
- 1007_6
- 201
- 17107201
- undefined_73
- 201_2
- undefined_74
- undefined_75
- i201
- undefined_76
- undefined_77
- undefined_78
- Adado Ere
- Gil1Jlnr
- fill_171
- 1007Row1
- 007Row1
- 101Row1
- undefined_79
- undefined_80
- 1001_4
- 1001_5
- 1001_6
- fill_176
- fill_177
- undefined_81
- undefined_82
- undefined_83
- Row8
- 12QTRow9
- Ah1m Mnlffunl
- Cattrms
- Cattrms_2
- 7>12Jl7
- 7>100712Jl7
- 7>00712Jl7
- undefined_84
- undefined_85
- 7>12Jl7_2
- undefined_86
- undefined_87
- undefined_88
- undefined_89
- undefined_90
- 7>12Jl7_3
- 7>12Jl7_4
- undefined_91
- undefined_92
- undefined_93
- undefined_94
- 7>12Jl7_5
- r07
- undefined_95
- iRow14
- undefined_96
- undefined_97
- i_10
- undefined_98
- undefined_99
- AJipa1111h Fcydo011
- a_5
- a_6
- 7_a>12Jl7a
- 1007a
- 007a
- 101Row3
- Row2_3
- Row10
- 1001Row3
- 1001Row3_2
- undefined_100
- undefined_101
- undefined_102
- undefined_103
- Row10_2
- undefined_104
- undefined_105
- fill_201
- i_11
- undefined_106
- undefined_107
- Ci1tntm
- Ci1tntm_2
- 7_Ci1tntm>12Jl7Ci1tntm
- 1007Ci1tntm
- 007Ci1tntm
- undefined_108
- 101Ci1tntm
- Ci1tntm_3
- Ci1tntm_4
- undefined_109
- undefined_110
- Row12
- undefined_111
- AlSoadoo1t JU
- Ciltt1111i
- Ciltt1111i_2
- 12ll
- 100712ll
- 101Row5
- Row4_5
- Row12_2
- A111ira1odi AlitCU
- Caltrons
- Caltrons_2
- 1007Row6
- Row5_3
- 01
- undefined_112
- undefined_113
- Row13
- undefined_114
- undefined_115
- undefined_116
- Row11
- undefined_117
- Row1_6
- iRow17
- undefined_118
- undefined_119
- undefined_120
- fill_222
- r071UII
- ian
- undefined_121
- undefined_122
- undefined_123
- Row14
- 1UIIRow1
- undefined_124
- Row14_2
- AnnffllocJ Hcmid
- Oihnms
- Oihnms_2
- 101_2
- 1007101
- fill_235
- undefined_125
- undefined_126
- Row15
- Row1_7
- Row1_8
- 1UIIRow2
- S1Row1
- Row1_9
- Ill
- undefined_127
- Row15_2
- undefined_128
- BnshmKtjk K
- C11ltrJ11S
- C11ltrJ11S_2
- 101C11ltrJ11S
- 1007C11ltrJ11S
- undefined_129
- undefined_130
- 101_3
- 101_4
- undefined_131
- undefined_132
- undefined_133
- undefined_134
- fill_248
- undefined_135
- fill_249
- fill_250
- 1UII
- S1
- fill_253
- undefined_136
- undefined_137
- fill_254
- undefined_138
- Bcrrcvin Mike
- CHr11n1
- CHr11n1_2
- 101CHr11n1
- 1007CHr11n1
- undefined_139
- Row17
- undefined_140
- fill_260
- fill_261
- 1UII_2
- undefined_141
- undefined_142
- 8rit1imhn111 Lcu
- Qalta11f
- Qalta11f_2
- undefined_143
- 1007_7
- undefined_144
- undefined_145
- fill_266
- undefined_146
- Row18
- Row1_10
- undefined_147
- 1UII_3
- undefined_148
- undefined_149
- undefined_150
- Buni Vicente
- OJlitint
- 1007Row11
- undefined_151
- undefined_152
- Row10_3
- undefined_153
- undefined_154
- undefined_155
- undefined_156
- Row19
- Row2_4
- 111_Row_1>111Row1
- 1UIIRow6
- undefined_157
- undefined_158
- undefined_159
- undefined_160
- C111011 frimc is
- ca11ri1ns
- 1007Row12
- undefined_161
- undefined_162
- undefined_163
- Row20
- Row3_4
- 111_Row_2>111Row2
- undefined_164
- 1UIIRow7
- undefined_165
- undefined_166
- 0101 S1crli11Ji
- Caltrur
- undefined_167
- 1007Row13
- undefined_168
- undefined_169
- undefined_170
- undefined_171
- undefined_172
- undefined_173
- fill_284
- fill_285
- undefined_174
- 17
- undefined_175
- undefined_176
- Od Ou Jaanilo
- Cutlrum
- 1001_7
- 10071001
- Row1_11
- Row22
- Row5_4
- undefined_177
- fill_291
- I01J7
- undefined_178
- <11r-ad>011dnlluA11rad
- CQ11111m
- 1001Row1_2
- 1007Row15
- undefined_179
- Row2_5
- Row23
- Row6_2
- 1017Row1
- undefined_180
- 1007_8
- fill_299
- undefined_181
- HeidDri Alirc71
- ClllrJUtS
- undefined_182
- oor
- 1007oor
- undefined_183
- Row3_5
- undefined_184
- Row24
- Row7_2
- 1017Row2
- undefined_185
- 1007Row2
- Row1_2
- Row3_6
- undefined_186
- undefined_187
- undefined_188
- undefined_189
- oora1uaos
- 1007a1uaos
- undefined_190
- undefined_191
- undefined_192
- Row8_2
- 1017Row3
- undefined_193
- 1007Row3
- Row2
- Row4_6
- undefined_194
- undefined_195
- undefined_196
- Jcncu W1v11c
- Cuttrun
- undefined_197
- 1007Row18
- Row9
- undefined_198
- 1007Row4
- undefined_199
- undefined_200
- kawvu Jubrn
- Cullru1rn
- undefined_201
- undefined_202
- 1007_9
- undefined_203
- undefined_204
- undefined_205
- Row10_4
- WI
- 20
- or
- undefined_206
- undefined_207
- undefined_208
- LmLRd
- Oihr11rts
- undefined_209
- undefined_210
- 1007_10
- undefined_211
- undefined_212
- undefined_213
- undefined_214
- Row11_2
- undefined_215
- 2lIIIRow1
- undefined_216
- undefined_217
- undefined_218
- 6
- Lenart EIYi
- Oilllans
- Liu Gcorrc
- Cdtn111s
- undefined_219
- ZOB
- Row12_3
- 20Row2
- WIRow2
- 2lIIIRow2
- orRow2
- Row1_12
- fill_329
- undefined_220
- undefined_221
- undefined_222
- Row13_2
- 20I
- undefined_223
- 2lIII
- undefined_224
- undefined_225
- undefined_226
- Low Sl11un
- Callrnnli
- undefined_227
- Row14_3
- undefined_228
- 20IRow1
- undefined_229
- Row1_13
- undefined_230
- undefined_231
- Luu Frw1k
- Cllnll
- undefined_232
- undefined_233
- undefined_234
- Row15_3
- undefined_235
- 20IRow2
- undefined_236
- undefined_237
- fill_337
- undefined_238
- undefined_239
- MartimJoc
- CullluUI
- am
- Row16
- undefined_240
- 20IRow3
- OJ
- undefined_241
- undefined_242
- Conipnny
- Loutiou
- Ontario
- undefined_243
- undefined_244
- X
- X_2
- Row1_14
- X_3
- X_4
- X_5
- X_6
- X_7
- iX
- X_8
- Row1_15
- X_9
- X_10
- Fontanil
- x12i
- Row2_6
- Row1_16
- XRow1
- iRow2
- Row2_7
- XRow1_2
- e
- Bedl Joho tnc
- Bloomlnton
- X_11
- XIX
- XX
- X_12
- X_13
- X_14
- Xi
- XXi
- X_15
- X_16
- X_17
- XX_2
- XX_3
- XX_4
- X_18
- X_19
- Row2_8
- X_20
- x1
- XRow2
- iRow3
- X_21
- X_22
- X_23
- XX_5
- X_24
- XX_6
- XX_7
- X_25
- JX
- X_26
- Caltrms Construction
- Barstow
- XX_8
- X_27
- X_28
- XX_9
- Row3_7
- iX_2
- XX_10
- X_29
- X_30
- X_31
- X_32
- X_33
- Callrans Consrruction
- Riveridc
- X_34
- XIXX
- XIXX_2
- undefined_245
- X_35
- X_36
- XX_11
- X_37
- XX_12
- undefined_246
- Row4_7
- X_38
- iX_3
- XX_13
- XX X
- X_39
- X_40
- X_41
- X_42
- X X
- X_43
- Ciltrns Conitniction
- Victorville
- X_44
- XX_14
- Caltrnns Matcrinls Lib
- undefined_247
- X_45
- X_46
- undefined_248
- X_47
- X_48
- undefined_249
- X_49
- XX_15
- X_50
- XX_16
- X_51
- X_52
- XX_17
- X_53
- X_54
- X_55
- XX_18
- X_56
- XX_19
- Row5_5
- X_57
- iX_4
- X XX
- X_58
- XX_20
- X_59
- X_60
- X_61
- X X_2
- X_62
- X_63
- X_64
- iX_5
- X_65
- X XX_2
- XX_21
- XX_22
- X_66
- XX_23
- X_67
- undefined_250
- Cnltrnns METS
- Norwolk
- X071107
- X071107_2
- X071107_3
- X071107_4
- XXRow1
- XRow1_3
- XRow1_4
- X_68
- X_69
- X_70
- X_71
- X_72
- X_73
- X_74
- XX_24
- X_75
- Ctltrop CnlWet Coisullnnb
- Uolond
- X_76
- fill_84
- X_77
- XRow2_2
- Riverside
- X_78
- XX_25
- X_79
- undefined_251
- X XRow2
- lx
- X Xlx
- X XRow2_2
- undefined_252
- XRow2_3
- X_80
- X_81
- X_82
- X_83
- XX_26
- XRow1_5
- X_84
- X_85
- XX_27
- X_86
- X_87
- X_88
- XX_28
- XRow2_4
- X_89
- CHJ lncorpornled
- Colton
- XX_29
- X_90
- X_91
- X_92
- X_93
- X XX_3
- X_94
- XXI
- X_95
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- 49
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- 78
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- 3490
- 80
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- December 2006
- Final work plan approved
- January 2007
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- April May 2007
- May 1 2007
- June 1 2007
- June 15 2007
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- July 2 2007
- Issue and distribute final signed rep01i
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- XIRow3
- XX_77
- XX_78
- undefined_392
- undefined_393
- RMAGrouo_3
- X_235
- X_236
- undefined_394
- XRow9
- X_237
- X_238
- undefined_395
- undefined_396
- XX_79
- undefined_397
- undefined_398
- RMAGrouo_4
- XIX_5
- X X_21
- XX X_9
- XX X_10
- X X X_3
- X X X_4
- undefined_399
- X X_22
- X_239
- XIRow4
- XX_80
- XX_81
- XX_82
- undefined_400
- undefined_401
- XX_83
- X_240
- X_241
- X_242
- XX_84
- xi
- undefined_402
- RMAGrouo_5
- Redlands_3
- XX_85
- XX XRow1_2
- X XRow1_6
- X XRow1_7
- X XRow1_8
- X XRow1_9
- XRow12
- XRow1_30
- XRow1_31
- undefined_403
- RMAGrouo_6
- XX_86
- undefined_404
- undefined_405
- XX XX X
- XIX_6
- undefined_406
- undefined_407
- X XXIX
- X XXIX_2
- undefined_408
- undefined_409
- X XXIX_3
- X XXIX_4
- undefined_410
- XXIX_2
- XXIX_3
- undefined_411
- XRow7_5
- I_6
- XX_87
- X_243
- undefined_412
- undefined_413
- X XRow1_10
- XX XX
- X_244
- undefined_414
- undefined_415
- undefined_416
- X XRow3_2
- X XRow3_3
- X_245
- X_246
- X_247
- X X_23
- XX X_11
- X_248
- XX_88
- XX_89
- X_249
- X_250
- XX_90
- XX_91
- San Bcmordi no Counrv
- X X_24
- X X_25
- X_251
- XX XX_2
- X_252
- X_253
- undefined_417
- X XRow4
- X XRow4_2
- XX_92
- XX_93
- X_254
- X X_26
- XRow9_2
- undefined_418
- XRow2_15
- igncl Testing lobs Inc
- X_255
- XRow1_32
- undefined_419
- XRow1_33
- X_256
- XX XX_3
- X X_27
- X_257
- undefined_420
- X XRow5_2
- X XRow5_3
- undefined_421
- X_258
- XX_94
- XX_95
- XX_96
- XX_97
- X_259
- X_260
- XX_98
- Surccast West
- HiAhland
- XRow1_34
- XRow1_35
- XRow2_16
- undefined_422
- XX XRow6
- undefined_423
- undefined_424
- X XRow6_2
- X XRow6_3
- undefined_425
- X_261
- XX_99
- XX_100
- XX_101
- X_262
- XX X_12
- X_263
- X_264
- Riverside_4
- X X_28
- X_265
- XX_102
- XX X_13
- X_266
- X_267
- undefined_426
- X_268
- X XRow7_2
- X XRow7_3
- undefined_427
- X_269
- X X_29
- XX X_14
- XX X_15
- XX_103
- XRow1_36
- XRow1_37
- X_270
- undefined_428
- undefined_429
- Utility Voult Hemlock
- Fontnno
- I_7
- undefined_430
- X_271
- XX X_16
- undefined_431
- undefined_432
- X_272
- undefined_433
- X XRow8
- X XRow8_2
- undefined_434
- X_273
- X XX_12
- X_274
- XX_104
- XX_105
- XX_106
- X_275
- XX_107
- Utilitv Vault Ponlar
- Fontann
- 0327108
- undefined_435
- undefined_436
- 0327108_2
- undefined_437
- X0327108
- undefined_438
- XX X0327108
- undefined_439
- undefined_440
- undefined_441
- XRow2_17
- undefined_442
- X XRow9_2
- X XRow9_3
- undefined_443
- X_276
- X XX_13
- X_277
- X_278
- XX_108
- XX_109
- X_279
- XX_110
- X_280
- X_281
- XX_111
- Woshinon GroupObovnshi
- RivcrsJdc
- 092807
- undefined_444
- X_282
- X_283
- X_284
- undefined_445
- undefined_446
- X
- undefined_447
- X X_30
- undefined_448
- XX X X
- undefined_449
- undefined_450
- undefined_451
- XRow3_4
- undefined_452
- undefined_453
- undefined_454
- undefined_455
- XRow1_38
- XX_112
- XX_113
- XX_114
- XRow1_39
- XRow4_4
- X_285
- undefined_456
- X_2
- X_3
- X_4
- X X X_5
- X X X_6
- X X_31
- X_286
- X X_32
- XX XX_4
- X_287
- XX_115
- XX_116
- XX_117
- XX XX_5
- X X XX
- X X XX_2
- X X XX_3
- XX_118
- X XRow11
- X_288
- X_289
- X_290
- XX_119
- XX_120
- X XX_14
- XX_121
- XX_122
- XX_123
- XX_124
- XX_125
- XX_126
- XX_127
- XRow2_18
- XRow2_19
- XRow5_2
- Row1_17
- BnraowRow1
- Row1_18
- XRow1
- undefined_457
- undefined_458
- Row4_8
- undefined_459
- XRow5_3
- XX XRow12
- I_8
- XX XRow12_2
- undefined_460
- XRow5_4
- undefined_461
- undefined_462
- X XRow12
- XRow3_5
- undefined_463
- undefined_464
- XRow12_2
- XRow6_5
- undefined_465
- XRow7_6
- XRow3_6
- undefined_466
- XRow6_6
- Row2_9
- BnraowRow2
- Row2_10
- undefined_467
- undefined_468
- XRow2
- undefined_469
- undefined_470
- Row5_6
- undefined_471
- XRow6_7
- undefined_472
- XX XRow13
- undefined_473
- XX XRow13_2
- undefined_474
- XRow6_8
- undefined_475
- undefined_476
- X XRow13
- undefined_477
- undefined_478
- XRow4_5
- undefined_479
- undefined_480
- XRow13
- I_9
- XRow8_2
- XRow4_6
- undefined_481
- XRow7_7
- Row3_8
- BnraowRow3
- undefined_482
- XRow3_7
- Row6_3
- Row6_4
- Row6_5
- undefined_483
- XRow7_8
- undefined_484
- XX XRow14
- undefined_485
- undefined_486
- undefined_487
- undefined_488
- X XRow14
- undefined_489
- undefined_490
- XRow5_5
- I_10
- XRow4_7
- XRow14
- Row4_9
- BnraowRow4
- XRow4_8
- X XRow8_3
- XRow4_9
- undefined_491
- Row7_3
- Row7_4
- X XRow15
- I_11
- XRow11_2
- XRow4_10
- XX XRow15
- undefined_492
- undefined_493
- undefined_494
- undefined_495
- undefined_496
- undefined_497
- undefined_498
- XRow6_9
- XRow5_6
- XRow15
- I_12
- XRow9_3
- XRow5_7
- undefined_499
- XRow8_3
- undefined_500
- XRow10_2
- undefined_501
- XRow9_4
- Row5_7
- BnraowRow5
- undefined_502
- XRow5_8
- undefined_503
- undefined_504
- Row8_3
- Row8_4
- X XRow16
- undefined_505
- XX XRow16
- undefined_506
- undefined_507
- undefined_508
- undefined_509
- undefined_510
- undefined_511
- undefined_512
- XRow7_9
- undefined_513
- XRow6_10
- XRow16
- I_13
- XRow11_3
- undefined_514
- XRow10_3
- 407
- 408
- 407_2
- 408_2
- Certified Independent Assurance
- undefined_515
- undefined_516
- H9Maltod of SAMpliNG
- Total No of CT Labs AccredRow1
- ExpiredI
- Note Practical exam refers lo lhe practical exam after lhe initial written exam Nllness refers to the annual
- days
- 49
- 7_3
- 2
- 2_2
- 2_3
- 7_4
- 14
- 78
- 634
- 7_5
- 12
- 12_2
- 28
- Himmer Lane DC Deck Pour Stige 1
- 7_6
- 14_2
- SJ
- 28_2
- C62l06
- 82
- 7_7
- 28_3
- 7_8
- 14_3
- undefined_517
- 3660
- 157Row1
- NA
- NA_2
- 3
- 22592 F
- NA_3
- undefined_518
- Pass
- 272V13
- 081506
- Fail
- 3490
- 80
- I i