bid 07-2021 gfh track project addendum 001 · a d d e n d u m date: august 12, 2020 bid number:...

A D D E N D U M

DATE: August 12, 2020 BID NUMBER: #07-2021 ADDENDUM NUMBER: 002 BID TOPIC: Grassfield High School Track Project In reference to Bid #07-2021, the following additional information is provided. Please make note of the clarifications and information, and prepare your response to include this change. Due to the COVID-19 Pandemic, Chesapeake Public Schools’ schools and support buildings are closed until further notice. Because of our extended closure, Chesapeake Public Schools’ mail / courier deliveries have been inaccessible; therefore, the District has made the following changes for submitting your Bid and RFP responses: Bid / RFP responses are to be submitted electronically exclusively via DemandStar

eBidding (www.demandstar.com). Hard copies will not be accepted. Bid / RFP responses submitted by e-mail, facsimile, and telephone will not be accepted. Bid / RFP responses must be submitted to DemandStar no later than the due date / time

specified in the addendum. Instructions for vendors to register with the DemandStar Network are available to download

at: https://cpschools.com/purchasing/current-bids/. Instructions for submitting a Bid / RFP response electronically (eBidding) on DemandStar

are available to download at: https://cpschools.com/purchasing/current-bids/.

Please see the attached Sign-In sheet from the Pre-Bid Conference

Please see the attached Pre-Bid Meeting Record from HBA Architecture & Interior Design, Inc.

Bid #07-2021 ~ Grassfield High School Track Project – Addendum #002 August 12, 2020 Vendors are encouraged to check the Chesapeake Public Schools’ website and the Purchasing website frequently for updates and additional information. Question #1: Specification Section 32 1823.33, Page 2, Article 2.1 – Beynon Sports

Surfaces, Inc. would like to propose our BSS 100 Structural Spray System in lieu of the product specified as “MAXFLEX BL”. Please see attachments for additional information.

o Answer – Question #1: Please provide for the following as noted in the attached article:

Article 2.3 SUBSTITUTIONS (Section 32 1823.33) A. With any request for substitution, provide the following information in addition to

the source of the proposed material: 1. Latex: Tensile strength and elasticity; glass transition temperature;

styrene butadiene ratio 2. SBR Rubber: Compound content and sieve analysis 3. List of five installations within 100 miles radius of this project that have

had the same system installed within at least the last two years. Question #2: Is there a Geotech we can review for this project site?

o Answer – Question #2: Please refer to Addendum 002.

Question #3: Is this project prevailing wage?

o Answer – Question #3: No. Question #4: Do you have any pre-bid notes or sign in sheet we can obtain?

o Answer – Question #4: Please refer to Addendum 002.

Question #5: What is the deadline for questions?

o Answer – Question #5: August 10, 2020, 12 noon Eastern Time Zone.

Question #6: Do you have a substitution request submission deadline? I intend to

submit a product substitution for the track surfacing product that we manufacture and install here at Hellas.

o Answer – Question #6: Please refer to the response for Question 5 above.

Please adjust your records accordingly and indicate receipt of this addendum on the Letter of Transmittal page when you submit your bid. /dmz

CHESAPEAKE PUBLIC SCHOOLS Purchasing Department

Pre-Bid Conference Bid # 07-2021 Grassfield High School Track Project

Thursday, August 6, 2020 @ 8:00 a.m.

SIGN IN SHEET

NAME COMPANY PHONE E-MAIL

Michele Zimbro Chesapeake Public Schools /

Purchasing Department (757) 547-0265 [email protected]

Jack Hasten, Jr. HBA Architecture & Interior Design (757) 202-7400 [email protected]

Dan Ruby Timmons Group (757) 213-6661 [email protected]

Morgan Wells Conrad Brothers of Virginia (757) 449-4106 [email protected]

Tom Root Precision Athletics (434) 953-9603 [email protected]

Dewayne Blizzard Finley Asphalt (804) 998-0492 [email protected]

Tim Jordan Rekortan / AstroTurf (804) 248-6588 [email protected]

ADDENDUM NO. 1 Page 1

HBA Architecture & Interior Design One Columbus Center, Suite 1000 Virginia Beach, Virginia 23462

HBA Project # 20102.03 Bid Number: 07-2021

ADDENDUM NO. 1

GRASSFIELD HIGH SCHOOL TRACK PROJECT Chesapeake Public Schools August 10, 2020

TO ALL BIDDERS OF RECORD:

This Addendum forms a part of the Contract Documents, dated July 27, 2020, and modifies the original documents as indicated below. Acknowledge receipt of this Addendum on your Proposal. Please staple this Addendum to the front of the Project Manual.

GENERAL:

All questions in response to project addendum, or questions in general, shall be submitted no later than 12 noon on Wednesday, August 12, 2020.

SPECIFICATIONS:

SPECIFICATION SECTION 011000 – SUMMARY OF WORK ADD the following paragraph at the end of the first paragraph:

“Refer to the attached Appendix at the end of this section that includes a “Report of Subsurface Investigation, report dated 6.15.20, as prepared by GET Solutions.Inc.” The report includes the findings at two boring locations on the track at Grassfield HS. The report also includes findings on other tracks within the school division (that should be disregarded). SPECIFICATION SECTION 321823.33 TRACK AND FIELD SURFACE Any requests for substitutions shall be limited to latex based products that are equivalent to the Basis of Design product. Refer to article 2.3 for additional information that is required to be submitted. Article 2.2.A: ADD the words “FORTIFIED SBR” prior to the words “BINDER A.” ADD the word “latex” between the words “butadiene and polymer.” ADD the following at the end of the first sentence, “The product shall contain a minimum of 50% resin solids content.” Article 2.2.B: ADD the words “FORTIFIED SBR” prior to the words “BINDER B.” ADD the word “latex” between the words “butadiene and polymer.” ADD the following at the end of the first sentence, “The product shall contain a minimum of 50% resin solids content.” Article 2.2.D: ADD the following sentence, “Base layer rubber granules shall be black rubber granules ranging in size from 3mm to 7mm.”

ATTACHMENTS

Attachment 1: “Report of Subsurface Investigation, report dated 6.15.20, as prepared by GET Solutions.Inc.”

END OF ADDENDUM NO.1

June 15, 2018

TO: Chesapeake Public Schools c/o

HBA Architecture & Interior Design, Inc.One Columbus Center, Suite 1000Virginia Beach, VA 23462-6797

Attn: Mr. Jack Hasten, Jr., AIA, Associate Principal

RE: Report of Subsurface Investigation

Chesapeake Public School Track StudyChesapeake, Virginia

G E T Project No: VB18-195G

Dear Mr. Hasten:

Pursuant to your request, we have completed our subsurface investigations related to the abovereferenced project. The results of this study are presented in this report.

Project Description

This study consisted of exploring the existing track conditions at thirteen (13) public schools locatedin Chesapeake, Virginia. Specifically, the following schools were part of this study.

High Schools

Deep Creek High School Grassfield High SchoolGreat Bridge High School Hickory High SchoolIndian River High School Oscar Smith High School

Middle Schools

Crestwood Middle School Deep Creek Middle SchoolGreat Bridge Middle School Greenbrier Middle SchoolJoliff Middle School Hugo A Owen’s Middle SchoolOscar Smith Middle School

The purpose of this study was to determine pertinent information regarding the existing pavementcomposition and thickness, and to observe the composition of the underlying shallow subgrade soils.

Field Exploration

In order to observe the existing pavement section and the shallow subsurface soils, a total of two (2)test holes were drilled within each of the thirteen (13) track alignments. The test holes were initiatedwith 4-inch diameter asphalt cores, and subsequently drilled to a depth of 4 to 6 feet below the trackgrades with the use of a 3-inch diameter hand auger.

5465 Grayson Road · Virginia Beach, VA 23462 · Phone: (757)-518-1703 · Fax: (757)[email protected]

Report of Subsurface Investigation June 15, 2018

Chesapeake Public School Track Study

Chesapeake, Virginia


2

A schedule of test holes is provided in Table I.

Table I - Schedule of Test Holes

Test Pit

ID

Test Hole

Depth(1)

(ft)

Test Pit

Location

Test Pit

ID

Test Hole

Depth(1)

(ft)

Test Pit

Location

CWMS-1 4 CrestwoodMiddle

HHS-1 5Hickory High

CWMS-2 4 HHS-2 5

DCHS-1 5 Deep CreekHigh

HOMS-1 5 Hugo A. OwensMiddleDCHS-2 5 HOMS-2 5

DCMS-1 5 Deep CreekMiddle

IRHS-1 5 Indian RiverMiddleDCMS-2 5 IRHS-2 5

GBHS-1 5 Great BridgeHigh

JMS-1 5 JoliffMiddleGBHS-2 5 JMS-2 5

GBMS-1 5 Great BridgeMiddle

OSHS-1 5 Oscar SmithHighGBMS-2 5 OSHS-2 5

GFHS-1 6 GrassfieldHigh

OSMS-1 5 Oscar SmithMiddleGFHS-2 6 OSMS-2 5

GMS-1 5 GreenbrierMiddleGMS-2 5

Note: (1) Test hole depth refers to depth below the top of asphalt.

The test locations were established and delineated in the field by a representative of G E T

Solutions, Inc. The approximate test locations are shown on the attached “Boring Location Plan”sheets (Appendix I), which were produced using aerial photography.

Soil Sampling, Classification and Laboratory Testing

Representative portions of all soil samples collected during drilling operations were labeled,preserved and transferred to our laboratory in accordance with ASTM D4220 for classification andanalysis. Soil descriptions on the test pit logs are provided using visual-manual methods in generalaccordance with ASTM D2488, using the Unified Soil Classification System (USCS). A summary ofthe soil classification system is provided in Appendix II.

Selected hand auger soil samples were subjected to various laboratory classification tests, whichincluded Moisture Content (ASTM D2216), Grain Size Distribution (ASTM D1140) and AtterbergLimits (ASTM D4318) testing and analysis. These results are tabulated in Appendix III.

Subsurface Soil Conditions

The subsurface descriptions are of a generalized nature provided to highlight the major soil strataencountered. The records of the subsurface exploration are included in Appendix IV (Hand AugerBoring Log sheets), which should be reviewed for specific information as to the individual borings.The stratifications shown on the records of the subsurface exploration represent the conditions onlyat the actual boring locations. Variations may occur and should be expected between boringlocations. The stratifications represent the approximate boundary between subsurface materials andthe transition may be gradual.

Report of Subsurface Investigation June 15, 2018

Chesapeake Public School Track Study

Chesapeake, Virginia


3

Dynamic Cone Penetrometers (DCPs) were performed at each test hole location to a depth ofapproximately 36 inches below the pavement section. These tests were conducted in accordancewith ASTM Test Method D6951, using a Kessler K-100 Dual Mass DCP. These tests provideestimated in-situ California Bearing Ratio (CBR) and bearing capacity values of pavementsubgrades. The DCP test data sheets are provided in Appendix V.

REPORT LIMITATIONS

The Geotechnical Engineer warrants that the findings contained herein have been made inaccordance with generally accepted professional geotechnical engineering practices in the localarea. No other warranties are implied or expressed.

Thank you for the opportunity to work with you on this project. We trust that the informationcontained herein meets your immediate need, and should you have any questions or if we could beof further assistance, please do not hesitate to contact us.

Respectfully Submitted,

G E T Solutions, Inc.

Chris M. Caton, P.E., P.G.Geotechnical Engineer/GeologistVirginia Reg. # 046947

APPENDICES

I BORING LOCATION PLANS

II SUMMARY OF SOIL CLASSIFICATION

III LABORATORY TEST SUMMARY

IV HAND AUGER BORING LOGS

V DCP TEST DATA

APPENDIX I

BORING LOCATION PLANS

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BORING LOCATION PLAN Crestwood Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Deep Creek High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Deep Creek Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Grassfield High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Great Bridge High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Great Bridge Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Greenbrier Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Hickory High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Hugo A. Owens Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Indian River High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Joliff Middle School VB18-195G 6/14/2018

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BORING LOCATION PLAN Oscar Smith High School VB18-195G 6/14/2018

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BORING LOCATION PLAN Oscar Smith Middle School VB18-195G 6/14/2018

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APPENDIX II

SUMMARY OF SOIL CLASSIFICATION

Very Loose 4 blows/ft. or less Very Soft 2 blows/ft. or less

Loose 5 to 10 blows/ft. Soft 3 to 4 blows/ft.

Medium Dense 11 to 30 blows/ft. Medium Stiff 5 to 8 blows/ft.

Dense 31 to 50 blows/ft. Stiff 9 to 15 blows/ft.

Very Dense 51 blows/ft. or more Very Stiff 16 to 30 blows/ft.

Hard 31 blows/ft. or more

Boulders 8 inch diameter or more

Cobbles 3 to 8 inch diameter

Gravel Coarse 1 to 3 inch diameter

Medium 1/2 to 1 inch diameter

Fine 1/4 to

1/2 inch diameter

Sand Coarse 2.00 mm to1/4 inch

(diameter of pencil lead)

Medium 0.42 to 2.00 mm

(diameter of broom straw)

Fine 0.074 to 0.42 mm

(diameter of human hair)

Silt 0.002 to 0.074 mm

(cannot see particles)

GW - Well-graded Gravel CL - Lean Clay

GP - Poorly graded Gravel CL-ML - Silty Clay

GW-GM - Well-graded Gravel w/Silt ML - Silt

GW-GC - Well-graded Gravel w/Clay OL - Organic Clay/Silt

GP-GM - Poorly graded Gravel w/Silt Less than 5 percent GW, GP, SW,SP

GP-GC - Poorly graded Gravel w/Clay CH - Fat Clay More than 12 percent GM, GC, SM, SC

GM - Silty Gravel MH - Elastic Silt 5 to 12 percent

GC - Clayey Gravel OH - Organic Clay/Silt

GC-GM - Silty, Clayey Gravel

SW - Well-graded Sand

SP - Poorly graded Sand PT - Peat

SW-SM - Well-graded Sand w/Silt

SW-SC - Well-graded Sand w/Clay

SP-SM - Poorly graded Sand w/Silt

SP-SC - Poorly graded Sand w/Clay

SM - Silty Sand

SC - Clayey Sand

SC-SM - Silty, Clayey Sand

(910) 478-9915

Jacksonville

415-A Western Boulevard

Jacksonville, NC 28546

CLASSIFICATION SYMBOLS (ASTM D 2487 and D 2488)

More than 50% retained on No. 200 sieve

Relative Density

NON COHESIVE SOILS

(SILT, SAND, GRAVEL and Combinations)

Particle Size Identification

Groundwater conditions will vary with environmental variations

and seasonal conditions, such as the frequency and magnitude of

rainfall patterns, as well as tidal influences and man-made

influences, such as existing swales, drainage ponds, underdrains

and areas of covered soil (paved parking lots, side walks, etc.).

Depending on percentage of fines (fraction smaller than No. 200

sieve size), coarse-grained soils are classified as follows:

Borderline cases requiring dual

symbols

Some

Mostly 50-100

Standard Penetration Tests (SPT) were performed in the field in general accordance with ASTM D 1586. The soil samples were obtained with a standard

1.4” I.D., 2” O.D., 30” long split-spoon sampler. The sampler was driven with blows of a 140 lb. hammer falling 30 inches. The number of blows required to

drive the sampler each 6-inch increment (4 increments for each soil sample) of penetration was recorded and is shown on the boring logs. The sum of the

second and third penetration increments is termed the SPT N-value.

Strata Changes

In the column “Description” on the boring log, the horizontal lines

represent approximate strata changes.

Groundwater Readings

Percent

15-25

30-45

Few

Little

Virginia Beach

5465 Greenwich Road

Virginia Beach, VA 23462

(757) 518-1703 (757) 564-6452

Elizabeth City

504 East Elizabeth St. Suite 2

Elizabeth City, NC 27909

(252) 335-9765

Williamsburg

1592 Penniman Rd. Suite E

Williamsburg, Virginia 23185

0-5

5-10

COHESIVE SOILS

(CLAY, SILT and Combinations)

Relative Proportions

Descriptive Term

CLASSIFICATION SYSTEM FOR SOIL EXPLORATION

Standard Penetration Test (SPT), N-value

Consistency

Page 1 of 1

GET Revision 3/5/2018

Coarse Grained Soils Fine-Grained Soils

Highly Organic Soils

50% or more passes the No. 200 sieve

Liquid Limit 50% or greater

Trace

Plasticity Chart

APPENDIX III

LABORATORY TEST SUMMARY

CWMS-1 2.5 20 11 9 9.5 36 SC 18.1

DCHS-1 1.5 21 11 10 0.075 36 SC 18.5

GBHS-1 2.5 19 11 8 0.075 35 SC 14.2

GBHS-2 1.5 30 17 13 0.075 57 CL 16.2

GFHS-1 1.5 27 11 16 0.075 66 CL 17.1

GMS-1 2.5 30 15 15 9.5 61 CL 13.9

GMS-2 1.5 20 11 9 0.075 47 SC 17.5

HHS-2 2.5 20 12 8 0.075 27 SC 13.6

IRHS-1 3.5 27 14 13 19 61 CL 20.0

IRHS-2 4.5 NP NP NP 9.5 7 SP-SM 31.3

JMS-2 1.5 31 14 17 9.5 40 SC 14.3

OSHS-2 0.8 27 15 12 0.075 46 SC 14.5

SUMMARY OF LABORATORY RESULTSPAGE 1 OF 1

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit

Satur-ation(%)

VoidRatio

Class-ification

WaterContent

(%)

DryDensity

(pcf)DepthBorehole

PROJECT NUMBER VB18-195G

CLIENT Chesapeake Public Schools c/o HBA Architecture & Interior Design, Inc.

PROJECT LOCATION Chesapeake, Virginia

PROJECT NAME Chesapeake Public School Track Study

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APPENDIX IV

HAND AUGER BORING LOGS

6" Topsoil

Dark Brown, moist, Clayey fine to medium SAND (SC) with trace fibrousorganic material

Mottled Orange and Gray, moist, Lean CLAY (CL)

Mottled Orange and Gray, moist, Clayey fine to medium SAND (SC)

Light Gray, moist to very moist, Poorly graded fine to medium SAND (SP-SM)with Silt

Caving at 4 feetBoring terminated at 4 feet below existing grade.

1

2

3

4

36

12

12

12

12

0.5

1.0

2.0

3.0

4.0

GROUNDWATER*:

PROJECT LOCATION: Chesapeake, Virginia

CLIENT: Chesapeake Public Schools c/o HBA Architecture & Interior Design, Inc.

PROJECT NAME: Chesapeake Public School Track Study

SURFACE ELEVATION (MSL) (ft):

Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit

Virginia Beach204 Grayson Road

Virginia Beach, VA 23642757-518-1703

Ele

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t)

PAGE 1 OF 1

The initial groundwater readings are not intended to indicate the static groundwater level.

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DRILLER: GET Solutions, Inc.

DATE STARTED: 5/30/2018

LOGGED BY: K. Brownfield

PROJECT NUMBER: VB18-195G

AFTER

Sam

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Typ

e

HOURS (ft) :INITIAL (ft) : 4 CAVE-IN (ft) :

Notes: Hand auger was offset due to shallow caving conditions. Loose gravel was encounteredbeneath the track surface to a depth of greater than 15 inches. This gravel could not bepenetrated due to caving.

HAND AUGERBORING ID

CWMS-1

BORING LOCATION: Crestwood Middle School, See Boring Location Plan

1

2

3

4

STRATA DESCRIPTION

Williamsburg1592-E Penniman RoadWilliamsburg, VA 23185

757-564-6452

Elizabeth City106 Capital Trace Unit EElizabeth City, NC 27909

252-335-9765

Jacksonville415-A Western Blvd

Jacksonville, NC 28546910-478-9915

Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

AUGER - AugerSample

DRILLING METHOD(S): Hand Auger

Plastic Limit x x

RECORD OF SUBSURFACE EXPLORATION

10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)

DATE COMPLETED: 5/30/2018

2" Black FLY ASH with gravel

10" Aggregate Base

Dark Gray, moist, Clayey fine to medium SAND (SC) with trace fibrous organicmaterial

Gray-Tan, moist, Silty fine to medium SAND (SM)

Caving at 4 feetBoring terminated at 4 feet below existing grade.

1

2

3

12

12

12

12

0.2

1.0

2.0

4.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



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AFTER

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HOURS (ft) :INITIAL (ft) : CAVE-IN (ft) :

Notes:

HAND AUGERBORING ID

CWMS-2

BORING LOCATION: Crestwood Middle School, See Boring Location Plan

1

2

3

4

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

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ID

Str

ata

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nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


5" Asphalt

5" Aggregate Base

Gray-Tan, moist, Sandy Lean CLAY (CL)

Gray, moist, Clayey fine to medium SAND (SC)

Mottled Tan and Orange, wet, Poorly graded fine to medium SAND (SP-SM)with Silt

Orange below 4 feet

Boring terminated at 5 feet below existing grade.

1

2

3

4

5

36

10

2

12

12

12

12

0.4

0.81.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



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AFTER

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Notes:

HAND AUGERBORING ID

DCHS-1

BORING LOCATION: Deep Creek High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

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ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


5" Asphalt

4.5" Aggregate Base

Light Gray, moist, Poorly graded fine to medium SAND (SP-SM) with Silt -FILL

Black, moist, Clayey fine to medium SAND (SC) with trace organics

Dark Gray, moist, Sandy Lean CLAY (CL)

Gray, wet, Silty fine to medium SAND (M)

Light Gray, wet, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

5

9.5

2.5

12

12

12

12

0.4

0.81.0

2.0

3.0

4.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



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AFTER

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Notes:

HAND AUGERBORING ID

DCHS-2

BORING LOCATION: Deep Creek High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

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ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

Brown, moist, Clayey fine to medium SAND (SC) with mostly Gravel - FILL


Light Gray, moist to wet, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

5

3

9

12

12

12

12

0.3

1.0

2.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



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AFTER

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Notes:

HAND AUGERBORING ID

DCMS-1

BORING LOCATION: Deep Creek Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

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ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2.5" Asphalt

Gray, moist, Sandy Lean CLAY (CL) with some Gravel - FILL


Mottled Gray and Orange, wet, Poorly graded fine to medium SAND (SP-SM)


1

2

3

4

5

2.5

9.5

12

12

12

12

0.2

1.0

2.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

DCMS-2

BORING LOCATION: Deep Creek Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3.5" Asphalt

6.5" Aggregate Base

Dark Brown, moist, Clayey fine to medium SAND (SC) with some fibrousorganic material

Mottled Brown and Tan, moist, Clayey fine to medium SAND (SC)

Mottled Gray and Orange, moist to wet, Sandy Lean CLAY (CL)


1

2

3

4

5

35

10

2

12

12

12

12

0.3

0.81.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GBHS-1

BORING LOCATION: Great Bridge High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

6" Aggregate Base

Gray, moist, Clayey fine to medium SAND (SC) with trace fibrous organicmaterial

Mottled Gray and Orange, moist, Sandy Lean CLAY (CL)

Mottled Gray and Orange, moist to wet, Clayey fine to medium SAND (SC)


1

2

3

4

5

57

9

3

12

12

12

12

0.3

0.8

1.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GBHS-2

BORING LOCATION: Great Bridge High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

Brown, moist, Poorly graded fine to medium SAND (SP-SM) with Silt - FILL

Red-Orange, moist, Clayey fine to medium SAND (SC)

Brown-Orange, moist, Poorly graded medium to coarse SAND (SP) with someGravel

Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

5

2

10

12

12

12

12

0.2

1.0

2.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GBMS-1

BORING LOCATION: Great Bridge Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2.5" Asphalt

Brown and Tan, moist, Clayey fine to medium SAND (SC)

Dark Gray, moist, Sandy Lean CLAY (CL)

Mottled Gray to Orange, moist, Clayey fine to medium SAND (SC)


1

2

3

4

5

2.5

9.5

12

12

12

12

0.2

1.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GBMS-2

BORING LOCATION: Great Bridge Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

9" Aggregate Base

Dark Brown, moist, Sandy Lean CLAY (CL)

Mottled Orange and Gray below 2 feet


Mottled Brown and Gray, wet, Silty fine to medium SAND (SM)


1

2

3

4

5

66

12

12

12

12

12

12

0.3

1.0

4.0

5.0

6.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GFHS-1

BORING LOCATION: Grassfield High School, See Boring Location Plan

1

2

3

4

5

6

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


5" Asphalt

8" Aggregate Base

Gray, moist, Lean CLAY (CL) with trace marine shell fragments - FILL

Gray, moist, Clayey fine to medium SAND (SC) with trace marine shellfragments - FILL

Gray, moist, Silty fine to medium SAND (SM) with trace marine shell fragments- FILL

Mottled Gray and Orange, moist to wet, Lean CLAY (CL)


1

2

3

4

5

13

11

12

12

12

12

0.4

1.1

2.0

3.0

4.0

6.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GFHS-2

BORING LOCATION: Grassfield High School, See Boring Location Plan

1

2

3

4

5

6

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

6" Aggregate Base

Gray-Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt, tracemarine shell fragments, and trace Gravel - FILL

Gray, moist, Sandy Lean CLAY (CL)



Mottled Gray and Orange, Sandy Lean CLAY (CL)

Gray, moist, Silty fine to medium SAND (SM)


1

2

3

4

5

61

9

3

12

12

12

12

0.3

0.8

1.0

2.0

3.0

4.0

4.5

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GMS-1

BORING LOCATION: Greenbrier Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

6.5" Aggregate Base

Gray-Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt andtrace marine shell fragments - FILL

Mottled Light and Dark Gray, Clayey fine to medium SAND (SC) with tracefibrous organic material

Gray-Tan, moist, Silty fine to medium SAND (SM) with trace Clay

Gray-Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

5

47

9.5

2.5

12

12

12

12

0.3

0.81.0

2.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

GMS-2

BORING LOCATION: Greenbrier Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

10" Aggregate Base

Gray, moist, Silty fine to medium SAND (SM) with trace Gravel - FILL



Light Gray, moist to wet, Poorly graded fine to medium SAND (SP-SM)


1

2

3

4

12

12

12

12

12

0.2

1.0

2.5

3.0

4.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e

HOURS (ft) :INITIAL (ft) : 4.8 CAVE-IN (ft) :

Notes:

HAND AUGERBORING ID

HHS-1

BORING LOCATION: Hickory High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3" Asphalt

8" Aggregate Base

Gray, moist, Silty fine to medium SAND (SM) with trace Clay and trace Gravel -FILL

Dark Brown, Clayey fine to medium SAND (SC) with trace Gravel and tracefibrous organic material

Gray, moist, Silty fine to medium SAND (SM) with mostly Clay

Gray, moist, Lean CLAY (CL)


1

2

3

4

5

27

11

1

12

12

12

12

0.3

0.91.0

2.8

3.5

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

HHS-2

BORING LOCATION: Hickory High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


1.5" Asphalt

6" Aggregate Base


Mottled Gray and Orange, moist, Silty fine to medium SAND (SM)

Light Gray, moist to very moist, Poorly graded fine to medium SAND (SP-SM)with Silt


1

2

3

4

5

7.5

4.5

12

12

12

12

0.1

0.6

1.5

3.5

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

HOMS-1

BORING LOCATION: Hugo A. Owens Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

7" Aggregate Base

Gray, moist, Sandy Lean CLAY (CL)

Light Gray, moist, Silty fine to medium SAND (SM)

Gray-Tan, moist, Poorly graded fine to medium SAND (SP-SM)


1

2

3

4

5

9

3

12

12

12

12

0.2

0.8

3.5

4.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

HOMS-2

BORING LOCATION: Hugo A. Owens Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3.25" Asphalt

4.25" Aggregate Base

Brown, moist, Silty fine to medium SAND (SM) with little Gravel - FILL

Gray, moist, Poorly graded fine to medium SAND (SP-SM) with Silt - FILL

Dark Gray, moist to wet, Sandy Lean CLAY (CL) with organic materialFabric at 3 feet


1

2

3

4

5

61

7.5

4.5

12

12

12

12

0.3

0.6

1.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

IRHS-1

BORING LOCATION: Indian River High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


3.25" Asphalt

9.25" Aggregate Base


Mottled Light Gray and Tan, moist to wet, Poorly graded fine to medium SAND(SP-SM) with Silt

Orange, wet, Silty fine to medium SAND (SM)


1

2

3

4

5

7

12.5

11.5

12

12

12

12

0.3

1.0

3.0

5.0

6.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

IRHS-2

BORING LOCATION: Indian River High School, See Boring Location Plan

1

2

3

4

5

6

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

7" Aggregate Base

Brown, moist, Silty fine to medium SAND (SM)


1

2

3

4

5

9

3

12

12

12

12

0.2

0.8

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

JMS-1

BORING LOCATION: Joliff Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2.5" Asphalt

6.5" Aggregate Base

Orange-Brown, moist, Silty fine to medium SAND (SM) with trace Gravel -FILL

Brown, moist, Clayey fine to medium SAND (SC)

Brown, moist, Poorly graded fine to medium SAND (SP-SM) with Silt

Mottled Brown and Tan, moist, Silty fine to medium SAND (SM)


1

2

3

4

5

40

9

3

12

12

12

12

0.2

0.8

1.0

2.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

JMS-2

BORING LOCATION: Joliff Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

9.5" Aggregate Base


Mottled Gray and Orange below 4 feet


1

2

3

4

11.5

12.5

12

12

12

0.2

1.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

OSHS-1

BORING LOCATION: Oscar Smith High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


2" Asphalt

6.5" Aggregate Base

Red-Orange, moist, Clayey fine to medium SAND (SC)

Orange-Tan, moist, Silty fine to medium SAND (SM)

Orange-Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

5

46

8.5

3.5

12

12

12

12

0.2

0.7

2.0

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

OSHS-2

BORING LOCATION: Oscar Smith High School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


4" Asphalt

10" Aggregate Base

Gray and Tan, moist, Silty fine to medium SAND (SM) with trace Gravel

Gray-Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt


1

2

3

4

14

10

12

12

12

0.3

1.2

3.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

OSMS-1

BORING LOCATION: Oscar Smith Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


4" Asphalt

7" Aggregate Base

Gray-Tan, moist, Silty fine to medium SAND (SM) with little Gravel - FILL

Tan, moist, Poorly graded fine to medium SAND (SP-SM) with Silt

Mottled Light Gray and Tan below 3 feet


1

2

3

4

5

11

1

12

12

12

12

0.3

0.91.0

5.0

GROUNDWATER*:





Dep

th (

ft)

Water Content -

Sample Type(s):

Liquid Limit



Ele

vatio

n (f

t)

PAGE 1 OF 1


Thi

s in

form

atio

n pe

rtai

ns o

nly

to t

his

borin

g an

d s

houl

d no

t be

inte

rpre

ted

as

bein

g in

dici

tive

of t

he s

ite.





AFTER

Sam

ple

Typ

e


Notes:

HAND AUGERBORING ID

OSMS-2

BORING LOCATION: Oscar Smith Middle School, See Boring Location Plan

1

2

3

4

5

STRATA DESCRIPTION


757-564-6452


252-335-9765



Sam

ple

ID

Str

ata

Lege

nd TEST RESULTS

Penetration -

CORE - CoreSample

AUGER - AugerSample


Plastic Limit x x


10 20 30 40 50 60 70

%<

#200

Sam

ple

Rec

over

y (in

.)


APPENDIX V

DCP TEST DATA

Project: Date:

Location: Equipment Used:

G E T Project No.: ASTM Test Method:

Surficial Composition: Soil Type(s):

Test Identification:

CWMS-1

0 152

2 246 1

13 297 1

5 356 1

4 406 1

2 465 1

3 521 1

2 572 1

2 617 1

3 668 1

3 716 1

3 765 1

4 815 1

9 864 1

8 914 1

9 968 1

9 1019 1

9 1069 1

5 1095 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

6" Topsoil Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,

Stone, Topsoil, etc.)

Chesapeake Public School Track Study 5/30/2018

Crestwood Middle School Kesler K-100

VB18-195G ASTM D6951

No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm

BEARING CAPACITY, psi

DE

PT

H,

in

BEARING CAPACITY, psf

Based on approximate interrelationshipsof CBR and Bearing values (Design ofConcrete Airport Pavement, PortlandCement Association, page 8, 1955)

G E T Solutions, Inc.G E T Form No. 18-002 Dated 6.12.2018

Project: Date:





CWMS-2

0 305

2 356 1

4 404 1

2 455 1

3 500 1

9 554 1

11 602 1

13 658 1

10 704 1

12 757 1

11 808 1

13 859 1

11 912 1

9 960 1

8 1013 1

9 1067 1

3 1118 1

4 1161 1

6 1212 1

2 1240 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

2" Asphalt, 10" Aggregate Base Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Crestwood Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





DCHS-1

0 254

3 305 1

3 378 1

2 427 1

1 485 1

1 536 1

2 589 1

2 663 1

1 709 1

1 767 1

1 820 1

2 909 1

1 965 1

1 1011 1

2 1072 1

2 1123 1

3 1173 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

5" Asphalt, 5" Aggregate Type in the soil type

DCP TEST DATA

(Concrete, Asphalt,



Deep Creek High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





DCHS-2

0 241

3 292 1

3 368 1

2 447 1

1 493 1

2 572 1

1 594 1

1 643 1

2 704 1

2 765 1

2 831 1

2 894 1

2 947 1

3 1006 1

3 1057 1

3 1102 1

4 1156 1

2 1173 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

5" Asphalt, 4.5" Aggregate Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Deep Creek High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





DCMS-1

0 76

5 130 1

7 183 1

9 234 1

12 284 1

9 340 1

8 399 1

9 457 1

7 518 1

6 572 1

5 622 1

5 673 1

5 724 1

6 782 1

5 833 1

6 914 1

5 968 1

5 1016 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

3" Asphalt Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Deep Creek Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





DCMS-2

0 64

6 114 1

8 168 1

10 221 1

10 274 1

7 328 1

3 396 1

2 447 1

5 503 1

7 551 1

6 597 1

6 650 1

4 696 1

4 749 1

5 798 1

5 851 1

5 907 1

3 955 1

3 1006 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

2.5" Asphalt Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Deep Creek Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GFHS-1

0 305

1 358 1

1 414 1

1 483 1

1 531 1

2 597 1

2 655 1

2 706 1

3 767 1

3 820 1

3 866 1

4 917 1

5 960 1

6 1011 1

7 1067 1

8 1120 1

4 1171 1

6 1222 1

2 1240 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

3" Asphalt, 9" Aggregate Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Grass Field High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GFHS-2

0 330

2 391 1

3 437 1

5 488 1

5 541 1

4 594 1

3 640 1

4 701 1

3 754 1

3 798 1

3 851 1

1 897 1

1 950 1

1 1001 1

2 1062 1

3 1118 1

3 1163 1

3 1232 1

1 1265 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Grass Field High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GBHS-1

0 254

3 307 1

3 358 1

3 419 1

3 475 1

4 526 1

4 582 1

3 655 1

3 716 1

3 770 1

3 828 1

2 874 1

3 935 1

3 991 1

4 1044 1

5 1105 1

4 1158 1

3 1199 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

3.5" Asphalt, 6.5" Aggregate Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Great Bridge High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GBHS-2

0 229

2 287 1

3 345 1

5 396 1

6 450 1

4 500 1

4 554 1

4 605 1

4 655 1

4 711 1

2 772 1

3 820 1

3 869 1

4 917 1

5 973 1

4 1024 1

4 1077 1

4 1130 1

3 1171 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Great Bridge High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GBMS-1

0 51

6 102 1

9 152 1

10 201 1

8 251 1

7 302 1

7 356 1

6 406 1

5 457 1

5 516 1

4 569 1

4 597 1

3 658 1

5 706 1

5 757 1

6 808 1

6 859 1

7 909 1

9 960 1

5 988 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

2" Asphalt Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Great Bridge Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GBMS-2

0 64

5 117 1

5 173 1

6 224 1

8 272 1

7 325 1

7 378 1

4 429 1

2 480 1

2 559 1

1 607 1

1 650 1

2 726 1

1 770 1

2 831 1

2 881 1

3 947 1

2 996 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

2.5" Asphalt Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Great Bridge Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GMS-1

0 229

6 284 1

3 340 1

2 404 1

2 470 1

2 531 1

4 587 1

5 638 1

5 696 1

3 747 1

2 798 1

2 853 1

1 902 1

1 958 1

2 1036 1

3 1092 1

2 1143 1

1 1168 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Greenbrier Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





GMS-2

0 241

7 292 1

5 343 1

4 409 1

2 460 1

3 513 1

2 582 1

2 630 1

4 686 1

8 737 1

9 790 1

6 841 1

6 892 1

7 945 1

6 1001 1

3 1054 1

6 1105 1

8 1156 1

5 1186 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Greenbrier Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





HHS-1

0 305

12 356 1

13 406 1

9 460 1

10 513 1

8 564 1

8 620 1

4 671 1

2 719 1

8 767 1

4 820 1

5 879 1

4 930 1

5 983 1

4 1034 1

3 1095 1

4 1163 1

4 1217 1

4 1252 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Hickory High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





HHS-2

0 279

8 333 1

8 384 1

8 437 1

7 493 1

5 551 1

4 602 1

5 655 1

6 706 1

9 757 1

9 808 1

8 859 1

6 917 1

5 978 1

2 1019 1

3 1067 1

2 1123 1

3 1179 1

3 1222 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Hickory High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





HOMS-1

0 191

22 239 1

33 290 1

43 338 1

25 391 1

10 445 1

5 500 1

4 549 1

4 599 1

3 660 1

2 711 1

3 747 1

5 798 1

6 848 1

4 897 1

3 950 1

7 1001 1

7 1052 1

8 1105 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

1.5" Asphalt, 6" Aggregate Clay and Sand

DCP TEST DATA

(Concrete, Asphalt,



Hugo A. Owens Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





HOMS-2

0 229

1 279 1

1 345 1

4 399 1

3 475 1

1 559 1

1 643 1

1 721 1

1 792 1

2 859 1

5 912 1

5 963 1

5 1011 1

6 1067 1

6 1120 1

3 1163 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Hugo A. Owens Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





IRHS-1

0 191

4 218 1

5 244 1

9 295 1

7 351 1

7 401 1

8 452 1

8 505 1

7 556 1

6 610 1

7 663 1

6 711 1

5 759 1

6 815 1

4 866 1

3 914 1

3 963 1

3 1016 1

3 1080 1

2 1125 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Indian River High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





IRHS-2

0 318

10 373 1

10 427 1

7 478 1

4 544 1

2 599 1

3 645 1

6 919 1

6 970 1

1 1026 1

1 1077 1

2 1133 1

4 1184 1

5 1237 1

2 1257 1

3 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Indian River High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





JMS-1

0 229

8 282 1

9 330 1

10 384 1

7 434 1

5 495 1

2 551 1

2 615 1

2 671 1

2 714 1

3 765 1

3 813 1

4 871 1

6 925 1

5 975 1

3 1026 1

5 1082 1

5 1135 1

3 1168 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Joliff Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





JMS-2

0 229

9 279 1

10 335 1

4 381 1

4 450 1

3 511 1

2 559 1

3 620 1

3 721 1

4 772 1

6 823 1

6 874 1

7 927 1

6 975 1

7 1029 1

3 1080 1

6 1130 1

3 1161 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Joliff Middle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





OSHS-1

0 292

6 343 1

10 399 1

9 450 1

9 498 1

11 546 1

15 599 1

11 653 1

9 706 1

7 754 1

7 805 1

5 853 1

12 904 1

22 955 1

22 1006 1

24 1057 1

24 1107 1

27 1158 1

20 1209 1

6 1232 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Oscar Smith High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





OSHS-2

0 216

2 279 1

2 356 1

1 396 1

2 467 1

2 518 1

3 584 1

2 625 1

3 676 1

3 724 1

4 780 1

4 833 1

4 886 1

4 935 1

4 983 1

4 1039 1

4 1092 1

4 1143 1

1 1156 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Oscar Smith High School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





OSMS-1

0 356

7 406 1

9 457 1

13 511 1

8 559 1

9 610 1

7 663 1

6 726 1

4 782 1

3 828 1

3 886 1

3 955 1

3 1021 1

4 1069 1

6 1120 1

7 1171 1

7 1222 1

6 1273 1

2 1283 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Oscar Smith MIddle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in




Project: Date:





OSMS-2

0 279

7 330 1

8 381 1

8 485 1

7 536 1

7 584 1

7 635 1

7 688 1

7 742 1

7 795 1

6 843 1

7 894 1

6 942 1

7 993 1

8 1052 1

7 1102 1

7 1153 1

6 1199 1

2 1217 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1

0 0 1


DCP TEST DATA

(Concrete, Asphalt,



Oscar Smith MIddle School Kesler K-100


No. of

Blows

Accumulative

Penetration

(mm)

Type of

Hammer0

6

12

18

24

30

36

42

48

54

60

66

72

78

0.1 1.0 10.0 100.0

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0.1 1.0 10.0 100.0

DE

PT

H,

in.

CBR

DE

PT

H,

mm

10.1 lbs.

17.6 lbs.

Both hammers used

Soil Type

CHCL

All other soils

Hammer

0

152

305

457

610

762

914

1067

1219

1372

1524

1676

1829

1981

0 14 28 42 56 69 83

0

6

12

18

24

30

36

42

48

54

60

66

72

78

0 2000 4000 6000 8000 10000 12000

DE

PT

H,

mm


DE

PT

H,

in


