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Geotechnical Engineering ServicesLA-16 Non-Rock Alternativesto Shoreline Protection Demonstration ProjectLafourche, Jefferson and Iberia Parish, Louisiana
forUS Department of Agriculture Natural Resources Conservation ServiceJuly 7, 2011
Earth Science + Technology
Geotechnical Engineering Services
LA-16 Non-Rock Alternatives to Shoreline Protection Demonstration Project
Lafourche, Jefferson and Iberia Parish, Louisiana
File No. 10883-011-00
July 7, 2011
Prepared for:
US Department of Agriculture Natural Resources Conservation Service 3737 Government Street Alexandria, Louisiana 71302
Attention: Ms. Vicki Supler
Prepared by:
GeoEngineers, Inc. 11955 Lakeland Park Boulevard, Suite 100 Baton Rouge, Louisiana 70809 225.293.2460
James P. Vincent, EI Staff Engineer
David S. Eley, PE Associate
JPV:DSE:cc
Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Copyright© 2011 by GeoEngineers, Inc. All rights reserved.
July 7, 2011 | Page i 10883-011-00
Table of Contents INTRODUCTION .......................................................................................................................................... 1�
PROJECT UNDERSTANDING ...................................................................................................................... 1�
SCOPE OF SERVICES ................................................................................................................................. 1�
SITE CONDITIONS ....................................................................................................................................... 2�
Project Vicinity ........................................................................................................................................ 2�Site Conditions ....................................................................................................................................... 2�Subsurface Conditions .......................................................................................................................... 2�
Field Exploration .............................................................................................................................. 2�Laboratory Testing........................................................................................................................... 3�Soil Stratigraphy .............................................................................................................................. 3�
CONCLUSIONS............................................................................................................................................ 4�
LIMITATIONS .............................................................................................................................................. 4�
�
LIST OF FIGURES
Figure 1. Project Vicinity Map APPENDICES
Appendix A. West Bayou Perot Project Site Figure A-1 - Site Map Figure A-2 - Soil Boring Location Plan Figure A-3 - Key to Exploration Logs Figures A-4 through A-7 - Boring Logs Figure A-8 - Subsurface Profile Figure A-9 - Moisture Content vs. Depth Figure A-10 - Total Unit Weight vs. Depth Figure A-11 - Shear Strength vs. Depth Table A-1 - Laboratory Test Summary Tables Consolidation Test Results
Field Vane Data Appendix B. Southeast Lake Salvador Project Site Figure B-1 - Site Map Figure B-2 - Soil Boring Location Plan Figure B-3 - Key to Exploration Logs Figures B-4 through B-7 - Boring Logs Figure B-8 - Subsurface Profile Figure B-9 - Moisture Content vs. Depth Figure B-10 - Total Unit Weight vs. Depth Figure B-11 - Shear Strength vs. Depth Table B-1 - Laboratory Test Summary Tables Consolidation Test Results
Field Vane Data �
Page ii | July 7, 2011 | GeoEngineers, Inc. File No. 10883-011-00
Appendix C. Shark Island Project Site Figure C-1 - Site Map Figure C-2 - Soil Boring Location Plan Figure C-3 - Key to Exploration Logs Figures C-4 through C-7 - Boring Logs Figure C-8 - Subsurface Profile Figure C-9 - Moisture Content vs. Depth Figure C-10 - Total Unit Weight vs. Depth Figure C-11 - Shear Strength vs. Depth Table C-1 - Laboratory Test Summary Tables Consolidation Test Results
Field Vane Data Appendix D. Report Limitations and Guidelines for Use
LA-16 NON-ROCK DEMO PROJECT�� Lafourche, Jefferson and Iberia Parish, Louisiana
July 7, 2011 | Page 1 File No. 10883-011-00
INTRODUCTION
This report presents the results of our geotechnical engineering services for the LA-16 Non-Rock Alternatives to Shoreline Protection Demonstration Project (Non-Rock Demo Project) located in Lafourche, Jefferson and Iberia Parishes, in Louisiana.
Our services have been completed under the United States Department of Agriculture - Natural Resources Conservation Service (NRCS) contract number AG-7217-C-10-0003. Our site visits were completed under NRCS order number AG-7217-D-11-0015, dated February 9, 2011, and our field investigation, laboratory testing program and reporting were completed under NRCS order number AG-7217-D-11-0056, dated April 19, 2011.
PROJECT UNDERSTANDING
Our understanding of the project is based on the March 3, 2011 NRCS Scope of Services for Geotechnical Investigation, our conversations with representatives of the NRCS and site visits/meetings with NRCS representatives at each project location.
We understand the purpose of this project is to collect geotechnical soil samples and laboratory data to evaluate the potential performance and effectiveness of several non-rock alternatives for shoreline protection. The project consists of three test plots in coastal Louisiana along the shorelines of Bayou Perot, Lake Salvador and Vermilion Bay and are identified as West Bayou Perot, Southeast Lake Salvador and Shark Island as shown in Figure 1.
SCOPE OF SERVICES
Our specific scope of services included the following:
1. Visited the sites to observe field conditions and better understand the project conditions.
2. Contacted the “Louisiana One-Call” to clear the boring locations of potential underground utilities.
3. Performed a field investigation that included:
a. Four soil borings were drilled at each test site including one soil boring to 50 feet below the mudline (bml) and three soil borings to 30 feet bml with a pontoon-mounted drill rig, and
b. Two borehole vane shear tests at each soil boring location.
4. Performed laboratory testing on select undisturbed specimens. Selected samples were lab classified and subjected to strength, unit weight, moisture content, Atterberg limit, sieve, hydrometer, organic content, specific gravity, and consolidation testing.
5. Prepared soil cross sections based on the field and laboratory investigation.
6. Prepared a report of findings.
LA-16 NON-ROCK DEMO PROJECT�� Lafourche, Jefferson and Iberia Parish, Louisiana
Page 2 | July 7, 2011 | GeoEngineers, Inc. File No. 10883-011-00
The work scope was completed as proposed with the following exception.
� At the Shark Island location, GeoEngineers drilled the 50-foot deep soil boring at the location of BHSP-SI1-30, instead of BHSP-SI3-50. The completed soil boring labels were changed to reflect the actual depth drilled consistent with the NRCS soil boring designations.
SITE CONDITIONS
Project Vicinity
The project sites are located along the shorelines of Bayou Perot, Lake Salvador and Vermilion Bay in Lafourche, Jefferson and Iberia Parishes, Louisiana, respectively. The surrounding areas of each project site are largely undeveloped marsh land and large bodies of open water. Bayou Perot, Lake Salvador and Vermilion Bay are susceptible to rough water conditions when high winds are present.
Site Conditions
On February 14 and 15, 2011, representatives of GeoEngineers and NRCS toured each project site by boat. All boring locations were accessible with the boat at the time of the site visits. Site conditions for all project sites are described below:
� Water depths at each project site are generally shallow (2-3 feet) within 200 feet of the shoreline;
� Mobilization to these sites require traversing large bodies of water which can be difficult in rough water conditions;
� Several marked pipelines are in the vicinity of each project site; and
� Ground surface along the shoreline was typically no more than 1 to 2 feet above the water level at the time of the site visits. Land is vegetated predominantly with grasses; however, some small trees and brush were sparsely growing along the shoreline.
Subsurface Conditions
Site specific information including a site map, soil boring location plan, boring logs, subsurface profile and laboratory test results for the West Bayou Perot, Southeast Lake Salvador and Shark Island project sites are provided in Appendices A, B and C, respectively.
The field exploration and laboratory testing program performed by GeoEngineers to support this project along with site specific stratigraphy details are described in the following paragraphs.
Field Exploration
Soil conditions were evaluated in each project area by advancing 3 soil borings to 30 feet bml and one soil boring to 50 feet bml. Two field vane shear tests were conducted at each soil boring location. All soil borings were sampled continuously for the top 20 feet, then on 5-foot centers thereafter.
The soil borings were completed between April 29, 2011 – May 7, 2011 using a pontoon-mounted drill rig. A representative from GeoEngineers managed the drilling on a full time basis, examined
LA-16 NON-ROCK DEMO PROJECT�� Lafourche, Jefferson and Iberia Parish, Louisiana
July 7, 2011 | Page 3 File No. 10883-011-00
and classified the soils encountered, obtained representative samples, and prepared a log of each borehole.
Borehole sampling was conducted in general accordance with applicable ASTM International (ASTM) specifications. High-quality, undisturbed, cohesive and semi-cohesive soil (clay/clayey silt) specimens suitable for laboratory strength testing were obtained using a 30-inch-long, 3-inch outside diameter (O.D.), thin-walled steel Shelby tube sampler. The sampler was hydraulically pushed into the ground a distance not exceeding 24 inches per specimen.
Immediately upon recovery, each sample was classified in the field based on soil exposed on the end of the Shelby tube. Each Shelby tube was then sealed and transported in a vertical position (bottom down) to our Baton Rouge laboratory to minimize sample disturbance.
Upon completion of sampling, boreholes were backfilled in accordance with state requirements. The pontoon-mounted drill rig was then repositioned adjacent (± 5 feet) to the previously completed soil boring where a GEONOR H-10 Vane Borer Instrument was used to perform two field shear vane tests at various depths in general accordance with ASTM D 2573. The test consisted of placing a four-blade vane (65 mm wide and 130 mm long) in the in-situ soil and rotating it from aboard the pontoon-mounted drill rig to determine the torque required to shear a cylindrical surface with the vane. The resulting torque was used to determine the in-situ undrained shear strength.
Field vane readings in peat for these three project sites typically indicate lower strengths than other test methods, based on field vane data evaluations recommended in published literature. The field vane data evaluation for each site is included in the respective appendix (Appendices A, B and C). For these investigations, GeoEngineers recommends placing more emphasis on the laboratory compression and minivane test results when developing a soil strength profile for design. Results of each field shear vane test are presented on the soil boring logs at their respective depths in the appendices.
Laboratory Testing
Each soft semi-cohesive and cohesive sample was subjected to a laboratory minivane test prior to extrusion. Upon extrusion, each sample was classified visually in general accordance with ASTM D 2488. Undisturbed samples were subjected to laboratory testing consisting of moisture content, dry unit weight and unconsolidated undrained compression testing. Representative samples were selected for laboratory testing consisting of organic content, consolidation testing and Atterberg limits. The test results are presented on the boring logs at their respective depths. Laboratory test results are also presented in figures and summary tables in Appendices A, B and C.
Soil Stratigraphy
The soil stratigraphy descriptions presented below are general. Soil conditions can vary outside of the borings. For details, refer to the boring logs in Appendices A, B, and C.
� West Bayou Perot. Subsurface soils encountered at the West Bayou Perot project site were predomently very soft peat in the top 10 to 15 feet bml underlain by by very soft organic clay
LA-16 NON-ROCK DEMO PROJECT Lafourche, Jefferson and Iberia Parish, Louisiana
Page 4 | July 7, 2011 | GeoEngineers, Inc. File No. 10883-011-00
and clay. In the one deeper 50-foot soil boring (BHSP-BP3-50) a layer of firm sand was encountered at approximately 40 feet bml.
■ Southeast Lake Salvador. Subsurface soils encountered at the Southeast Lake Salvador project consisted of both very soft peat and organic clay in the upper 15 feet of the soil profile bml. Below this depth the profile consisted of predominantly very soft organic clay; however, layers of very soft clay were also present, and in in soil boring BHSP-LS3-50 a 3-foot thick layer of firm sand was present at approximately 19 feet bml.
■ Shark Island. Subsurface soils encountered at the Shark Island project site were generally very soft peat to approximately 15 feet bml, underlain by very soft clay and organic clay to approximately 20 feet bml. Beneath 20 feet bml the soil type varied between organic clay to clay, to clay with silt, and the soil consistency varied from very soft to medium.
CONCLUSIONS
The West Bayou Perot, Southeast Lake Salvador and Shark Island project sites have very similar site conditions. Each site is located along the shoreline of a large body of water susceptible to rough water conditions. Mobilization to these sites by boat could be difficult depending on the weather conditions. At the time of our site visits and investigations, water depths within 200 feet of the shoreline were generally 2 to 3 feet deep. However, water depths at each site can vary substantually depending on the tide/weather conditions.
While all three of the sites indicate very soft organic soil in the upper 20 feet or so of the soil profile, the soil encountered at the West Bayou Perot and Shark Island sites appeared to have more peat in this zone than the Southeast Lake Salvador site. Each site is unique and only a limited number of soil borings were comleted for this investigation, so with respect to demonstration projects, each site should be considered separately. Other factors such as prevailing winds and water depth, in addition to each site’s unique soil characteristics may influence how alternative shoreline protection projects perform.
The organic soils encountered at these three sites will typically settle significantly when loaded, and will also shrink substantially if removed from water and allowed to dry. Settlement of non-rock shoreline protection systems is expected as a result of the soft organic soils present at all project sites.
LIMITATIONS
We have prepared this report for the exclusive use of the NRCS in support of LA-16 Non-Rock Alternatives to Shoreline Protection Demonstration Project located in Lafourche, Jefferson and Iberia Parishes, Louisiana.
Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood.
LA-16 NON-ROCK DEMO PROJECT�� Lafourche, Jefferson and Iberia Parish, Louisiana
July 7, 2011 | Page 5 File No. 10883-011-00
Please refer to Appendix D titled “Report Limitations and Guidelines for Use” for additional information pertaining to use of this report.
Earth Science + Technology
Type Name of Services HereName of Project Here
forType Client Name Here
Type Date of Report Here
Miles
W E
N
PROJECT VICINITY MAP
Figure 1
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
Reference: Topographic image taken from USGS, USGS Digital Raster Graphics - 1:250,000 - Zone 15, Dated 1/21/1997
P:\1
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SHARK ISLAND
WEST BAYOU PEROT
STATE OUTLINE
BPLSSI
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche, Iberia & Jefferson Parishes, Louisiana
SOUTHEAST LAKE SALVADOR
Earth Science + Technology
Type Name of Services HereName of Project Here
forType Client Name Here
Type Date of Report Here
APPENDIX A West Bayou Perot Project Site
Miles
W E
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WEST BAYOU PEROTSITE MAP
Figure A-1
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
P:\10\10883011\00\CAD\vicinity map.dwg\TAB:Layout2 (3) modified on Jun 06, 2011 - 2:42pm KMCJPV
SITE(BAYOU PEROT)
Reference: Topographic image taken from USGS, USGS Digital Raster Graphics - 1:100,000 - Zone 15, Dated 1/21/1997
STATE OUTLINE
SITE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
Feet
W E
N
WEST BAYOU PEROTSOIL BORING LOCATION PLAN
Figure A-2
LegendSoil Boring Location
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
Reference: Aerial image taken from USGS, USGS High Resolution State Orthoimagery for the Louisiana Coastal Area,
P:\10\10883011\00\CAD\Boring Location Plan.dwg\TAB:Layout1 modified on Jun 06, 2011 - 2:47pm KMCJPV
BHSP-BP4-30
BHSP-BP3-50
BHSP-BP2-30
BHSP-BP1-30
NORTH TERMINUS
SOUTH TERMINUS
BHSP-BP4-30
Dated: 10/18/2008
BORING # LATITUDE LONGITUDE
BHSP-BP1-30
BHSP-BP2-30BHSP-BP3-50BHSP-BP4-30
NORTHTERMINUS
SOUTHTERMINUS
N 29° 37' 06.8" W 90° 10' 46.4"
N 29° 37' 43.6" W 90° 10' 47.2"
N 29° 37' 16.2" W 90° 10' 50.4"N 29° 37' 26.1" W 90° 10' 50.4"N 29° 37' 37.4" W 90° 10' 49.0"
N 29° 37' 02.7" W 90° 10' 42.3"
AA'
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
Blowcount is recorded for driven samplers as the numberof blows required to advance sampler 12 inches (ordistance noted). See exploration log for hammer weightand drop.
A "P" indicates sampler pushed using the weight of thedrill rig.
NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to berepresentative of subsurface conditions at other locations or times.
Perched water observed at time ofexploration
SYMBOLS TYPICAL
KEY TO EXPLORATION LOGS
CC
CR
Groundwater observed at time ofexploration
Approximate location of soil stratachange within a geologic soil unit
Laboratory / Field Tests%FALCACPCSDSHAMCMDOCPMPPSATXUCVS
Standard Penetration Test (SPT)
Bulk or grab
Asphalt Concrete
Measured groundwater level inexploration, well, or piezometer
DESCRIPTIONSLETTER
Distinct contact between soil strata orgeologic units
Material Description Contact
Approximate location of soil stratachange within a geologic soil unit
Distinct contact between soil strata orgeologic units
TS
ADDITIONAL MATERIAL SYMBOLS
AC
Cement Concrete
Sampler Symbol Descriptions
GRAPH
Topsoil/Forest Duff/Sod
Percent finesAtterberg limitsChemical analysisLaboratory compaction testConsolidation testDirect shearHydrometer analysisMoisture contentMoisture content and dry densityOrganic contentPermeability or hydraulic conductivityPocket penetrometerSieve analysisTriaxial compressionUnconfined compressionVane shear
Piston
Crushed Rock/Quarry Spalls
Graphic Log Contact
GC
PT
OH
CH
MH
OL
ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY
GM
GP
GW
DESCRIPTIONSTYPICAL
LETTERGRAPH
(APPRECIABLE AMOUNTOF FINES)
MORE THAN 50%RETAINED ON NO.
200 SIEVE
SYMBOLSMAJOR DIVISIONS
WELL-GRADED SANDS, GRAVELLYSANDSCLEAN SANDS
GRAVELS WITHFINES
CLEANGRAVELS
HIGHLY ORGANIC SOILS
SILTSAND
CLAYS
SILTSAND
CLAYS
SANDAND
SANDYSOILS
GRAVELAND
GRAVELLYSOILS
(LITTLE OR NO FINES)
FINEGRAINED
SOILS
COARSEGRAINED
SOILS
SW
MORE THAN 50%OF COARSEFRACTION
RETAINED ON NO.4 SIEVE
CL
WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES
POORLY-GRADED SANDS,GRAVELLY SAND
INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY
INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS
SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES
(APPRECIABLE AMOUNTOF FINES)
SOIL CLASSIFICATION CHART
LIQUID LIMITGREATER THAN 50
LIQUID LIMITLESS THAN 50
SANDS WITHFINES
SP
PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTS
INORGANIC CLAYS OF HIGHPLASTICITY
(LITTLE OR NO FINES)
ORGANIC SILTS AND ORGANICSILTY CLAYS OF LOW PLASTICITY
INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS
CLAYEY SANDS, SAND - CLAYMIXTURES
SILTY SANDS, SAND - SILTMIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES
POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES
ML
SC
SM
NOTE: Multiple symbols are used to indicate borderline or dual soil classifications
MORE THAN 50%PASSING NO. 200
SIEVE
MORE THAN 50%OF COARSEFRACTION
PASSING NO. 4SIEVE
Shelby tube
Direct-Push
FIGURE A-3
8
12
15
12
12
5
15
12
4
11
12
19
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
CH
Top of deck
Water line
MudlineVery soft black peat
Very soft black peat
Very soft black peat
Very soft black peat
Very soft black peat (field vane - 0.02 KSF)
Very soft dark brown peat
Very soft dark brown peat (field vane - 0.03KSF)
Very soft gray organic clay
Gray organic clay
Very soft gray slightly organic clay
Very soft gray clay with organic matter
Very soft gray clay with silt traces
936
610
406
648
627
512
712
113
195
139
43
37
347
75
75
413
99
98
14
11
11
10
9
14
13
13
7
11
0.06
0.17
0.29
0.40
0.52
0.75
0.86
1.09
1.32
1.67
0.07
0.03
0.11
0.07
0.09
0.04
0.06
0.06
0.12
0.19
6.7
10.2
13.9
10
9.1
8.6
34
41.6
65.4
74.2
0.06
0.09
0.09
0.12
0.07
0.08
0.06
0.06
0.08
47
35
52
34
41
49
15
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/5/2011
DrillingEquipment
LatitudeLongitude
N29° 37' 06.8"W90° 10' 42.3"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.6
2.6
2.0
Specialized EnvironmentalResources, LLC5/5/2011
End5/5/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure A-4
Log of Boring BHSP-BP1-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectLafourche Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
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NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
8
6
7
7
5
12
15
16
15
14
16
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
Top of deck
Water line
MudlineNo sample recovered
Very soft dark brown peat
Very soft dark brown peat
Very soft dark brown peat
Very soft dark brown peat (field vane - 0.08KSF)
Very soft dark brown peat
Very soft dark brown peat
Very soft dark brown peat (field vane - 0.04KSF)
Very soft dark brown peat
Very soft dark gray organic clay
Very soft dark gray organic clay
Very soft dark gray organic clay
478
600
423
469
503
322
262
349
75
90
108
215
47
284
65
13
15
12
13
13
14
14
12
14
10
0.17
0.29
0.40
0.52
0.75
0.86
0.98
1.09
1.38
1.67
0.1
0.08
0.57
0.04
0.04
0.05
0.05
0.09
0.05
0.08
12.6
9.9
13.2
12.7
17.4
17.2
15.8
42.8
48.7
47.1
0.12
0.11
0.05
0.05
0.1
0.07
0.05
0.07
64
42
31
44
27
56
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/5/2011
DrillingEquipment
LatitudeLongitude
N29° 37' 16.2"W90° 10' 50.4"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.4
2.4
2.0
Specialized EnvironmentalResources, LLC5/5/2011
End5/5/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure A-5
Log of Boring BHSP-BP2-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectLafourche Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
10
13
10
12
10
12
6
12
13
8
11
14
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
PT
OH
Top of deck
Water line
MudlineVery soft black peat with clay traces
Very soft black peat
Very soft black peat
Very soft brown peat
Very soft black peat
Very soft dark brown peat with 1½" organic claylayer
Very soft brown peat with 2" organic clay layer(field vane - 0.04 KSF)
Very soft brown slightly organic clay withorganic matter
Very soft brown peat (field vane - 0.08 KSF)
Very soft brown organic clay
Very soft gray clay with organic matter
Very soft gray clay with organic matter
655
502
412
582
707
842
330
103
775
77
83
78
493
64
102
728
86
8
13
13
12
15
10
15
14
6
5
15
0.06
0.17
0.29
0.40
0.52
0.63
0.75
0.86
0.98
1.09
1.67
0.12
0.07
0.08
0.09
0.07
0.06
0.07
0.07
0.08
0.13
0.1
9
12.2
13.3
10.6
8.5
8
17.6
49.2
7.9
47.2
53.6
0.08
0.08
0.07
0.13
0.08
0.09
0.06
0.07
0.11
0.16
46
49
46
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/5/2011
DrillingEquipment
LatitudeLongitude
N29° 37' 26.1"W90° 10' 50.4"
GeographicNAVD88 (feet)
54
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
-0.7
1.4
2.0
Specialized EnvironmentalResources, LLC5/5/2011
End5/5/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
35
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 2Figure A-6
Log of Boring BHSP-BP3-50
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectLafourche Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
12
6
7
12
13
14
15
16
SP
OH
Very soft gray slightly organic clay with 3½"clayey silt layer
Firm gray fine sand with clay traces
Firm gray fine sand with clay traces
Very soft gray organic clay with 3" fine sandlayer
83
39
24
152
60
1
81
24
10
12
15
10
1.96
2.25
2.53
2.82
0.12
1.74
2.37
0.12
55.7
87.7
98.5
39
0.19
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
35
40
45
50
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
-35
-40
-45
-50
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 2 of 2Figure A-6
Log of Boring BHSP-BP3-50 (continued)
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectLafourche Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
4
5
8
5
6
5
12
10
15
13
12
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
CH
Top of deck
Water line
MudlineVery soft brown peat
Very soft dark brown peat
Very soft dark brown peat
Very soft dark brown peat with 1½" organic claylayer (field vane - 0.01 KSF)
Very soft dark brown peat
Very soft dark brown peat (field vane - 0.04KSF)
Very soft gray organic clay
Very soft gray organic clay
Very soft gray clay with silt traces (field vane -0.06 KSF)
Very soft gray clay with silt streaks
Very soft gray clay with silt streaks
Very soft gray clay with silt traces
783
1056
509
381
684
312
122
301
48
70
41
54
44
36
63
56
13
13
11
11
15
15
15
14
0.46
0.69
0.75
0.86
0.98
1.09
1.34
1.67
0.07
0.06
0.06
0.11
0.15
0.12
0.13
0.08
15.6
14.7
42.6
25.2
70.5
61.5
74.7
65.8
0.02
0.05
0.05
0.06
0.12
0.19
0.19
64
33
35
46
35
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/6/2011
DrillingEquipment
LatitudeLongitude
N29° 37' 37.4"W90° 10' 49.0"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.4
2.4
2.0
Specialized EnvironmentalResources, LLC5/6/2011
End5/6/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure A-7
Log of Boring BHSP-BP4-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectLafourche Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
BHSP-BP1-30BHSP-BP2-30
BHSP-BP3-50
BHSP-BP4-30
0 500 1000 1500 2000 2500 3000 3500 4000
DISTANCE (FEET)
10
0
-10
-20
-30
-40
-50
-60
10
0
-10
-20
-30
-40
-50
-60
ELE
VAT
ION
(FE
ET)
ASSUMED WATERLEVEL
MUDLINE
A A'
CLAY
SAND
CLAY
ORGANIC SOILS
WEST BAYOU PEROTSUBSURFACE PROFILE
Figure A-8
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
P:\1
0\10
8830
11\0
0\C
AD
\Bor
ing
Loca
tion
Pla
n.dw
g\TA
B:L
ayou
t2 m
odifi
ed o
n Ju
n 08
, 201
1 - 4
:03p
mK
MC
JPV
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0 200MOISTURE CONTENT (%)
100 300
20
25
30
35
40
45
50
400 500 600 700 800 900 1000
55
1056
WEST BAYOU PEROTMOISTURE CONTENT VS DEPTH
P:\1
0\10
8830
11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 1
mod
ified
on
Jun
07, 2
011
- 8:5
9am
KM
CJP
V
FIGURE A-9
BHSP-BP1-30
LEGEND
BHSP-BP2-30
BHSP-BP3-50
BHSP-BP4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
50 70TOTAL UNIT WEIGHT (PCF)
60 80
20
25
30
35
40
45
50
90 100 110 120 130 140 150
55
WEST BAYOU PEROTTOTAL UNIT WEIGHT VS DEPTH
P:\1
0\10
8830
11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 2
mod
ified
on
Jun
07, 2
011
- 8:5
9am
KM
CJP
V
FIGURE A-10
BHSP-BP1-30
LEGEND
BHSP-BP2-30
BHSP-BP3-50
BHSP-BP4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0.0 0.04SHEAR STRENGTH (KSF)
0.02 0.06
20
25
30
35
40
45
50
0.08 0.10 0.12 0.14 0.16 0.18 0.20
55
0.57
1.74
2.37
WEST BAYOU PEROTSHEAR STRENGTH VS DEPTH
P:\1
0\10
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AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 3
mod
ified
on
Jun
07, 2
011
- 8:5
9am
KM
CJP
V
FIGURE A-11
BHSP-BP1-30
LEGENDSTRENGTH
TEST MINIVANE
BHSP-BP2-30
BHSP-BP3-50
BHSP-BP4-30
FIELDVANE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Lafourche Parish, Louisiana
BHSP-BP1-30 Top of deck
BHSP-BP1-30 Water line
BHSP-BP1-30
BHSP-BP1-30 Mudline
BHSP-BP1-30 4 Very soft black peat 936 69.1 6.7 0.07 14 0.06 Slump UU 0.06
BHSP-BP1-30 4 936 69.1 6.7 0.07 14 0.06 Slump UU 0.06
BHSP-BP1-30 6 Very soft black peat 610 72.6 10.2 0.03 11 0.17 Slump UU 47 0.09
BHSP-BP1-30 8 Very soft black peat 406 70.5 13.9 413 66 347 0.11 11 0.29 Bulge UU 35 0.09
BHSP-BP1-30 10 Very soft black peat 648 74.5 10.0 0.07 10 0.40 Slump UU 52 0.12
BHSP-BP1-30 12 Very soft black peat (field
vane - 0.02 KSF)
627 66.5 9.1 0.09 9 0.52 Bulge UU 34 0.07
BHSP-BP1-30 14 Very soft dark brown peat 512 41 0.08
BHSP-BP1-30 16 Very soft dark brown peat
(field vane - 0.03 KSF)
712 69.5 8.6 0.04 14 0.75 Bulge UU 49 0.06
BHSP-BP1-30 18 113 72.6 34.0 0.06 13 0.86 MS UU
BHSP-BP1-30 18 Very soft gray organic
clay
113 72.6 34.0 0.06 13 0.86 MS UU
BHSP-BP1-30 20 Gray organic clay 195 15 0.06
BHSP-BP1-30 22 Very soft gray slightly
organic clay
139 99.2 41.6 0.06 13 1.09 Slump UU
BHSP-BP1-30
BHSP-BP1-30 27 Very soft gray clay with
organic matter
43 93.6 65.4 99 24 75 0.12 7 1.32 MS UU 0.08
BHSP-BP1-30 32 Very soft gray clay with
silt traces
37 101.4 74.2 98 23 75 0.19 11 1.67 Bulge UU
BHSP-BP2-30 Top of deck
BHSP-BP2-30 Water line
BHSP-BP2-30
BHSP-BP2-30 Mudline
BHSP-BP2-30 4 No sample recovered
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Lafourche Parish, Louisiana
NOTES West Bayou Perot
BHSP-BP2-30 4
BHSP-BP2-30 6 Very soft dark brown peat 478 73.0 12.6 0.10 13 0.17 Bulge UU 0.12
BHSP-BP2-30 6 478 73.0 12.6 0.10 13 0.17 Bulge UU 0.12
BHSP-BP2-30 8 Very soft dark brown peat 600 69.2 9.9 0.08 15 0.29 Yield UU 64 0.11
BHSP-BP2-30 10 Very soft dark brown peat 423 69.2 13.2 0.57 12 0.40 Bulge UU 0.05
BHSP-BP2-30 12 Very soft dark brown peat
(field vane - 0.08 KSF)
469 72.6 12.7 0.04 13 0.52 Bulge UU 42
BHSP-BP2-30 14 Very soft dark brown peat 503 31
BHSP-BP2-30 16 Very soft dark brown peat 322 73.5 17.4 0.04 13 0.75 Bulge UU 44 0.05
BHSP-BP2-30 18 Very soft dark brown peat
(field vane - 0.04 KSF)
262 62.5 17.2 0.05 14 0.86 MS UU 27 0.10
BHSP-BP2-30 20 Very soft dark brown peat 349 70.8 15.8 284 69 215 0.05 14 0.98 MS UU 0.07
BHSP-BP2-30 22 Very soft dark gray
organic clay
75 74.8 42.8 0.09 12 1.09 Bulge UU 56 0.05
BHSP-BP2-30 22 75 74.8 42.8 0.09 12 1.09 Bulge UU 56 0.05
BHSP-BP2-30 27 Very soft dark gray
organic clay
90 92.3 48.7 65 18 47 0.05 14 1.38 Bulge UU 0.07
BHSP-BP2-30 32 Very soft dark gray
organic clay
108 98.1 47.1 0.08 10 1.67 Bulge UU
BHSP-BP3-50 Top of deck
BHSP-BP3-50 Water line
BHSP-BP3-50
BHSP-BP3-50 Mudline
BHSP-BP3-50 4 Very soft black peat with
clay traces
655 67.6 9.0 0.12 8 0.06 Bulge UU 46 0.08
BHSP-BP3-50 4 655 67.6 9.0 0.12 8 0.06 Bulge UU 46 0.08
BHSP-BP3-50 6 Very soft black peat 502 73.3 12.2 0.07 13 0.17 Bulge UU
BHSP-BP3-50 8 Very soft black peat 412 68.3 13.3 0.08 13 0.29 Bulge UU 49 0.08
BHSP-BP3-50 10 Very soft brown peat 582 72.3 10.6 0.09 12 0.40 Bulge UU 0.07
BHSP-BP3-50 12 Very soft black peat 707 68.6 8.5 0.07 15 0.52 Bulge UU 46 0.13
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Lafourche Parish, Louisiana
NOTES West Bayou Perot
BHSP-BP3-50 14 Very soft dark brown peat
with 1½" organic clay
layer
842 75.2 8.0 0.06 10 0.63 Bulge UU 0.08
BHSP-BP3-50 16 Very soft brown peat with
2" organic clay layer (field
vane - 0.04 KSF)
330 75.8 17.6 0.07 15 0.75 Bulge UU 0.09
BHSP-BP3-50 18 Very soft brown slightly
organic clay with organic
matter
103 99.8 49.2 102 24 78 0.07 14 0.86 Bulge UU 0.06
BHSP-BP3-50 18 103 99.8 49.2 102 24 78 0.07 14 0.86 Bulge UU 0.06
BHSP-BP3-50 20 775 68.8 7.9 728 235 493 0.08 6 0.98 Bulge UU 0.07
BHSP-BP3-50 20 Very soft brown peat
(field vane - 0.08 KSF)
775 68.8 7.9 728 235 493 0.08 6 0.98 Bulge UU 0.07
BHSP-BP3-50 22 Very soft brown organic
clay
77 83.4 47.2 0.13 5 1.09 Bulge UU 0.11
BHSP-BP3-50 22 77 83.4 47.2 0.13 5 1.09 Bulge UU 0.11
BHSP-BP3-50 27 Very soft gray clay with
organic matter
86 22 64 0.16
BHSP-BP3-50 32 Very soft gray clay with
organic matter
83 98.2 53.6 0.10 15 1.67 Bulge UU
BHSP-BP3-50 37 Very soft gray slightly
organic clay with 3½"
clayey silt layer
83 102.0 55.7 81 21 60 0.12 10 1.96 UU 0.19
BHSP-BP3-50
BHSP-BP3-50 42 Firm gray fine sand with
clay traces
39 121.8 87.7 1.74 12 2.25 Bulge UU
BHSP-BP3-50 47 Firm gray fine sand with
clay traces
24 122.5 98.5 24 23 1 2.37 15 2.53 Bulge UU
BHSP-BP3-50
BHSP-BP3-50 52 Very soft gray organic 152 98.6 39.0 0.12 10 2.82 Bulge UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Lafourche Parish, Louisiana
NOTES West Bayou Perot
clay with 3" fine sand
layer
BHSP-BP4-30 Top of deck
BHSP-BP4-30 Water line
BHSP-BP4-30
BHSP-BP4-30 Mudline
BHSP-BP4-30 4 783 64
BHSP-BP4-30 4 Very soft brown peat 783 64
BHSP-BP4-30 6 Very soft dark brown peat 1056 33
BHSP-BP4-30 8 Very soft dark brown peat 509 35 0.02
BHSP-BP4-30 10 Very soft dark brown peat
with 1½" organic clay
layer (field vane - 0.01
KSF)
381 75.2 15.6 0.07 13 0.46 Bulge UU 0.05
BHSP-BP4-30 12 Very soft dark brown peat 684 46
BHSP-BP4-30 14 Very soft dark brown peat
(field vane - 0.04 KSF)
312 60.6 14.7 0.06 13 0.69 Bulge UU 0.05
BHSP-BP4-30 16 Very soft gray organic
clay
122 94.8 42.6 0.06 11 0.75 Bulge UU 35 0.06
BHSP-BP4-30 16 122 94.8 42.6 0.06 11 0.75 Bulge UU 35 0.06
BHSP-BP4-30 18 Very soft gray organic
clay
301 101.2 25.2 0.11 11 0.86 Bulge UU 0.12
BHSP-BP4-30 20 48 104.1 70.5 63 19 44 0.15 15 0.98 Yield UU 0.19
BHSP-BP4-30 20 Very soft gray clay with
silt traces (field vane -
0.06 KSF)
48 104.1 70.5 63 19 44 0.15 15 0.98 Yield UU 0.19
BHSP-BP4-30 22 Very soft gray clay with
silt streaks
70 104.3 61.5 0.12 15 1.09 Yield UU 0.19
BHSP-BP4-30 27 Very soft gray clay with
silt streaks
41 105.5 74.7 56 20 36 0.13 15 1.34 Yield UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Lafourche Parish, Louisiana
NOTES West Bayou Perot
BHSP-BP4-30 32 Very soft gray clay with
silt traces
54 101.6 65.8 0.08 14 1.67 Bulge UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Lafourche Parish, Louisiana
NOTES West Bayou Perot
Consolidation TestTest Results
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
Stra
in (%
)
Before After Liquid Limits: 413 Test Date: 24 May 11323.77 179.34 Plastic Limits: 66
Dry Density (pcf): 15.44 28.98 Plasticity Index (%): 347Saturation (%): 91.86 109.63Void Ratio: 6.7951 0.8064 Specific Gravity: 1.930 MeasuredSample Description: Peat (PT)Project Number: 10883-011-00 Depth: 8 - 10 feet Remarks:Sample Number: Boring Number: BHSP-BP1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
70.00
80.00
0.010 0.100 1.000 10.000Pressure (tsf)
Consolidation TestTest Results
1.6000
2.6000
3.6000
4.6000
5.6000
6.6000
Void
Rat
io
Before After Liquid Limits: 413 Test Date: 24 May 11323.77 179.34 Plastic Limits: 66
Dry Density (pcf): 15.44 28.98 Plasticity Index (%): 347Saturation (%): 91.86 109.63Void Ratio: 6.7951 0.8064 Specific Gravity: 1.930 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 8 - 10 feet Remarks:Sample Number: Boring Number: BHSP-BP1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.6000
1.6000
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
100.0000
200.0000
300.0000
400.0000
500.0000
600.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 413 Test Date: 24 May 11323.77 179.34 Plastic Limits: 66
Dry Density (pcf): 15.44 28.98 Plasticity Index (%): 347Saturation (%): 91.86 109.63Void Ratio: 6.7951 0.8064 Specific Gravity: 1.930 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 8 - 10 feet Remarks:Sample Number: Boring Number: BHSP-BP1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
100.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
50.0000
100.0000
150.0000
200.0000
250.0000
300.0000
350.0000
400.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 413 Test Date: 24 May 11323.77 179.34 Plastic Limits: 66
Dry Density (pcf): 15.44 28.98 Plasticity Index (%): 347Saturation (%): 91.86 109.63Void Ratio: 6.7951 0.8064 Specific Gravity: 1.930 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 8 - 10 feet Remarks:Sample Number: Boring Number: BHSP-BP1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
50.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.1737999Ymax
Consolidation TestTest Results
0.300
0.400
0.500
0.600
0.700
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 413 Test Date: 24 May 11323.77 179.34 Plastic Limits: 66
Dry Density (pcf): 15.44 28.98 Plasticity Index (%): 347Saturation (%): 91.86 109.63Void Ratio: 6.7951 0.8064 Specific Gravity: 1.930 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 8 - 10 feet Remarks:Sample Number: Boring Number: BHSP-BP1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.100
0.200
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-B
P1-30Peat (PT)
Depth:
8 - 10 feetR
emarks:
Test N
umber:
Sample T
ype:U
ndisturbedT
est Date:
24 May 11
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.65370.00
6.78850.000
0.0000.000
0.0000.031
0.03820.7118
0.61555.09
6.39181.064
0.269368.504
339.1380.063
0.07650.6735
0.577210.20
5.99410.669
2.452524.875
33.2620.125
0.14990.6001
0.503819.99
5.23190.945
0.599294.779
108.1310.250
0.23450.5155
0.419231.27
4.35331.246
1.593165.046
29.9851.000
0.41580.3342
0.237955.44
2.47066.418
1.58413.466
12.6730.250
0.39180.3582
0.261952.24
2.71980.000
0.0000.000
0.0000.063
0.36060.3894
0.293148.08
3.04380.000
0.0000.000
0.0000.250
0.37090.3791
0.282849.45
2.93685.903
2.40718.840
10.7360.500
0.39470.3553
0.259052.63
2.68976.439
3.24315.171
6.9971.000
0.42870.3213
0.225057.16
2.33663.527
5.76322.648
3.2202.000
0.48610.2639
0.167664.81
1.740514.389
5.5393.745
2.2604.000
0.54100.2090
0.112772.13
1.170416.641
7.4742.031
1.0518.000
0.57620.1738
0.077576.83
0.804914.360
7.7501.628
0.701Predicted value indicated w
ith *
2345
Consolidation T
est Results
Summ
ary
Index
1 01213 67891011
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Sample Number: Sample Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 413.0000 Initial Void Ratio: 6.7951 Initial Height (in): 0.7500Plastic Limit: 66.0000 Plasticity Index (%): 347.0000 Initial Diameter (in): 2.5000Specific Gravity: 1.9300 Weight of Ring (g): 107.0000
Measured
109.6328.98
6.795191.8615.44
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
Void RatioSaturation (%)
Dry Density (pcf)
40.4028.9422.55
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 179.34
130.9748.1522.57
323.770.8064
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:24 M
ay 11T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-B
P1-30Peat (PT)
Depth:
8 - 10 feetR
emarks:
Sample T
ype:U
ndisturbed
Axial Strain
Void R
atio(%
)0
0.00006.7951
13.0800
6.55502
3.36006.5332
33.7467
6.50314
3.84006.4958
53.9067
6.49066
3.98676.4844
74.1200
6.47408
4.28006.4615
94.6933
6.429310
5.05336.4012
115.0800
6.399112
5.08006.3991
135.0933
6.398114
5.09336.3981
Tested B
y:C
hecked By:
0.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)T
ime
Displacem
ent(in)
00:00:000.0002
00:00:010.0233
0.023100:00:02
0.02540.0252
00:00:030.0283
0.028100:00:04
0.02900.0288
00:00:050.0295
0.029300:00:06
0.03010.0299
00:00:120.0311
0.030900:00:15
0.03230.0321
00:00:300.0354
0.035200:01:00
0.03810.0379
00:02:000.0383
0.038100:04:01
0.03830.0381
00:05:010.0384
0.038200:08:01
0.03840.0382
0.02320.02520.02720.02920.03120.03320.03520.03720.03920.0412
0.00.5
1.01.5
2.02.5
3.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0264
00284
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 26
0.0264
0.0284
0.0304
0.0324
0.0344
0.0364
0.03840.101.00
10.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.2000 6.00001 6.5333 6.28582 6.6800 6.27443 6.8533 6.26094 6.9867 6.25055 7.0933 6.24226 7.3733 6.22047 7.8800 6.18098 8.0000 6.17159 8.2667 6.1507
10 8.5733 6.126811 8.7200 6.115412 8.9200 6.099813 9.2400 6.074914 9.7600 6.034315 9.8133 6.030216 9.9600 6.0187
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time Settlement(in)
Displacement
00:00:00 0.0767 0.076500:00:01 0.0492 0.049000:00:02 0.0503 0.050100:00:03 0.0516 0.051400:00:04 0.0526 0.052400:00:05 0.0534 0.053200:00:06 0.0555 0.055300:00:12 0.0593 0.059100:00:15 0.0602 0.060000:00:30 0.0622 0.062000:01:00 0.0645 0.064300:02:00 0.0656 0.065400:04:00 0.0671 0.066900:05:00 0.0695 0.069300:08:01 0.0734 0.073200:10:01 0.0738 0.073600:15:01 0.0749 0.0747
0.0490
0.0540
0.0590
0.0640
0.0690
0.0740
0.0790
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 26
17 10.0267 6.013518 10.1600 6.003119 10.1733 6.002120 10.1867 6.001121 10.1867 6.001122 10.1867 6.001123 10.1867 6.001124 10.2000 6.000025 10.2000 6.000026 10.2000 6.000027 10.2000 6.0000
Tested By: Checked By:
00:20:01 0.0754 0.075200:40:03 0.0764 0.076201:00:05 0.0765 0.076301:30:07 0.0766 0.076402:00:09 0.0766 0.076402:30:11 0.0766 0.076403:00:14 0.0766 0.076403:30:16 0.0767 0.0765
04:40:26 0.0767 0.0765
04:00:18 0.0767 0.076504:30:20 0.0767 0.0765
0.0554
0.0604
0.0654
0.0704
0.0754
0.08040.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.2000 6.00001 10.6267 5.96682 11.3467 5.91063 11.7867 5.87634 12.0933 5.85245 12.3200 5.83486 12.5333 5.81817 13.3333 5.75588 13.7333 5.72469 15.1867 5.6113
10 16.3600 5.519811 17.2800 5.448112 17.8667 5.402413 18.0000 5.392014 18.4133 5.359815 18.5733 5.347316 19.0000 5.3141
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement
00:00:02 0.0853 0.085100:00:03 0.0886 0.0884
(in)Settlement
(in)00:00:00 0.0767 0.076500:00:01 0.0799 0.0797
00:00:06 0.0942 0.094000:00:12 0.1002 0.1000
00:00:04 0.0909 0.090700:00:05 0.0926 0.0924
00:01:00 0.1229 0.122700:02:00 0.1298 0.1296
00:00:15 0.1032 0.103000:00:30 0.1141 0.1139
00:08:01 0.1383 0.138100:10:01 0.1395 0.1393
00:04:00 0.1342 0.134000:05:01 0.1352 0.1350
00:15:01 0.1427 0.1425
0.0798
0.0898
0.0998
0.1098
0.1198
0.1298
0.1398
0.1498
0.0 5.0 10.0 15.0 20.0 25.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 26
17 19.1600 5.301618 19.4267 5.280819 19.4800 5.276620 19.5067 5.274621 19.5333 5.272522 19.6667 5.262123 19.9067 5.243424 19.9200 5.242325 19.9200 5.242326 19.9333 5.241327 19.9467 5.240328 19.9467 5.240329 19.9600 5.239230 19.9600 5.239231 19.9600 5.239232 19.9600 5.239233 19.9733 5.238234 19.9733 5.238235 19.9733 5.2382
Tested By: Checked By:
00:40:00 0.1459 0.145701:00:02 0.1463 0.1461
00:20:01 0.1439 0.1437
02:30:09 0.1477 0.147503:00:11 0.1495 0.1493
01:30:04 0.1465 0.146302:00:06 0.1467 0.1465
04:30:18 0.1497 0.149505:00:20 0.1498 0.1496
03:30:13 0.1496 0.149404:00:15 0.1496 0.1494
06:30:27 0.1499 0.149707:00:29 0.1499 0.1497
05:30:22 0.1498 0.149606:00:25 0.1499 0.1497
08:30:36 0.1500 0.149809:00:38 0.1500 0.1498
07:30:31 0.1499 0.149708:00:34 0.1500 0.1498
0.0940
0.1040
0.1140
0.1240
0.1340
0.1440
0.1540
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 19.9733 5.23821 20.4533 5.20082 21.1600 5.14573 21.4800 5.12074 21.7467 5.09995 21.9600 5.08336 22.1333 5.06987 22.8800 5.01168 23.1600 4.98989 24.1200 4.9149
10 25.2267 4.828711 26.3867 4.738312 27.6533 4.639513 28.0933 4.605214 28.7333 4.555315 28.9600 4.537716 29.3200 4.5096
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:01 0.1536 0.153400:00:02 0.1589 0.1587
(in)Settlement
(in)00:00:00 0.1500 0.1498
00:00:05 0.1649 0.164700:00:06 0.1662 0.1660
00:00:03 0.1613 0.161100:00:04 0.1633 0.1631
00:00:30 0.1811 0.180900:01:00 0.1894 0.1892
00:00:12 0.1718 0.171600:00:15 0.1739 0.1737
00:05:00 0.2109 0.210700:08:01 0.2157 0.2155
00:02:00 0.1981 0.197900:04:00 0.2076 0.2074
00:10:01 0.2174 0.217200:15:01 0.2201 0.2199
0.15350.16350.17350.18350.19350.20350.21350.22350.2335
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
17 29.5733 4.489918 30.0133 4.455619 30.2133 4.440020 30.3733 4.427521 30.4800 4.419222 30.7867 4.395323 30.8800 4.388024 30.9467 4.382825 30.9867 4.379726 31.0400 4.375527 31.0800 4.372428 31.1200 4.369329 31.1733 4.365130 31.2000 4.363031 31.2267 4.361032 31.2533 4.358933 31.2667 4.3579
00:20:02 0.2220 0.221800:40:03 0.2253 0.2251
02:00:09 0.2288 0.228602:30:12 0.2311 0.2309
01:00:05 0.2268 0.226601:30:07 0.2280 0.2278
04:00:18 0.2326 0.232404:30:21 0.2330 0.2328
03:00:14 0.2318 0.231603:30:16 0.2323 0.2321
06:00:27 0.2340 0.233806:30:30 0.2342 0.2340
05:00:23 0.2333 0.233105:30:25 0.2336 0.2334
07:43:49 0.2347 0.2345
07:00:32 0.2344 0.234207:30:34 0.2346 0.2344
0.1660
0.1760
0.1860
0.1960
0.2060
0.2160
0.2260
0.2360
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.2000 6.00001 36.1067 3.98062 36.3333 3.96293 36.6000 3.94214 37.0267 3.90895 37.2533 3.89126 37.4133 3.87877 38.3067 3.80918 38.6133 3.78529 39.8667 3.6875
10 41.8800 3.530511 44.6133 3.317512 47.2933 3.108613 48.2800 3.031614 50.0933 2.890315 50.7733 2.837316 51.8667 2.7521
Consolidation Test Results(Sequence 5) Load 1.000 tsf
Consolidation Test Results(Sequence 5) Load 1.000 tsf
Index Time (in)
00:00:01 0.2710 0.270800:00:02 0.2727 0.2725
SettlementDisplacement(in)
00:00:00 0.0767 0.0765
00:00:05 0.2796 0.279400:00:06 0.2808 0.2806
00:00:03 0.2747 0.274500:00:04 0.2779 0.2777
00:00:30 0.2992 0.299000:01:00 0.3143 0.3141
00:00:12 0.2875 0.287300:00:15 0.2898 0.2896
00:05:00 0.3623 0.362100:08:00 0.3759 0.3757
00:02:00 0.3348 0.334600:04:00 0.3549 0.3547
00:10:00 0.3810 0.380800:15:00 0.3892 0.3890
0.27080.29080.31080.33080.35080.37080.39080.4108
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 26
17 52.4267 2.708418 53.6000 2.616919 54.0267 2.583720 54.4667 2.549421 54.7200 2.529622 54.8800 2.517223 55.0000 2.507824 55.0933 2.500525 55.1733 2.494326 55.2400 2.489127 55.3067 2.483928 55.3467 2.480829 55.4133 2.475630 55.4400 2.4735
Tested By: Checked By:
00:20:01 0.3934 0.393200:40:05 0.4022 0.4020
02:00:15 0.4106 0.410402:30:17 0.4118 0.4116
01:00:09 0.4054 0.405201:30:13 0.4087 0.4085
04:00:24 0.4140 0.413804:30:26 0.4145 0.4143
03:00:19 0.4127 0.412503:30:22 0.4134 0.4132
06:00:33 0.4158 0.415606:30:08 0.4160 0.4158
05:00:28 0.4150 0.414805:30:31 0.4153 0.4151
0.2806
0.3006
0.3206
0.3406
0.3606
0.3806
0.4006
0.4206
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 55.4400 2.47351 55.3467 2.48082 55.3200 2.48293 55.3067 2.48394 55.1867 2.49335 55.1467 2.49646 55.1200 2.49857 55.0000 2.50788 54.9600 2.51099 54.7867 2.5244
10 54.5467 2.543111 54.2133 2.569112 53.8267 2.599313 53.7067 2.608614 53.4133 2.631515 53.2933 2.640816 53.1067 2.6554
Index
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Time Settlement(in)
00:00:00 0.4160 0.415800:00:01 0.4153 0.4151
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Displacement(in)
00:00:04 0.4141 0.413900:00:05 0.4138 0.4136
00:00:02 0.4151 0.414900:00:03 0.4150 0.4148
00:00:15 0.4124 0.412200:00:30 0.4111 0.4109
00:00:06 0.4136 0.413400:00:12 0.4127 0.4125
00:04:00 0.4039 0.403700:05:00 0.4030 0.4028
00:01:00 0.4093 0.409100:02:00 0.4068 0.4066
00:15:01 0.3985 0.3983
00:08:00 0.4008 0.400600:10:01 0.3999 0.3997
0.3918
0.3968
0.4018
0.4068
0.4118
0.4168
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log
Page 13 of 26
17 52.9867 2.664818 52.7600 2.682419 52.6533 2.690720 52.5600 2.698021 52.5067 2.702222 52.4533 2.706323 52.4400 2.707424 52.4267 2.708425 52.4000 2.710526 52.3733 2.712627 52.3600 2.713628 52.3467 2.714629 52.3333 2.715730 52.3333 2.715731 52.3333 2.715732 52.3200 2.716733 52.3200 2.716734 52.3067 2.717835 52.3067 2.717836 52.3067 2.7178
00:20:01 0.3976 0.3974
01:30:07 0.3944 0.394202:00:09 0.3940 0.3938
00:40:03 0.3959 0.395701:00:04 0.3951 0.3949
03:30:16 0.3934 0.393204:00:18 0.3932 0.3930
02:30:11 0.3936 0.393403:00:14 0.3935 0.3933
05:30:25 0.3928 0.392606:00:27 0.3927 0.3925
04:30:20 0.3930 0.392805:00:23 0.3929 0.3927
07:30:34 0.3926 0.392408:00:36 0.3926 0.3924
06:30:30 0.3927 0.392507:00:32 0.3927 0.3925
09:30:43 0.3925 0.3923
08:30:39 0.3925 0.392309:00:41 0.3925 0.3923
0.3918
0.3968
0.4018
0.4068
0.4118
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log
Page 13 of 26
37 52.2933 2.718838 52.2933 2.718839 52.2933 2.718840 52.2800 2.719841 52.2800 2.719842 52.2800 2.719843 52.2667 2.720944 52.2667 2.720945 52.2667 2.720946 52.2533 2.721947 52.2533 2.721948 52.2533 2.721949 52.2533 2.721950 52.2533 2.721951 52.2400 2.723052 52.2400 2.723053 52.2400 2.7230
10:00:46 0.3924 0.3922
11:30:52 0.3923 0.392112:00:55 0.3923 0.3921
10:30:48 0.3924 0.392211:00:50 0.3924 0.3922
13:31:01 0.3922 0.392014:01:04 0.3922 0.3920
12:30:57 0.3923 0.392113:00:59 0.3922 0.3920
15:31:11 0.3921 0.391916:01:13 0.3921 0.3919
14:31:06 0.3921 0.391915:01:08 0.3921 0.3919
17:31:20 0.3920 0.391817:42:27 0.3920 0.3918
16:31:15 0.3921 0.391917:01:17 0.3920 0.3918
Page 14 of 26Page 14 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 52.2400 2.72301 52.1467 2.73022 52.1200 2.73233 52.1067 2.73334 52.0933 2.73445 52.0800 2.73546 52.0667 2.73657 51.9867 2.74278 51.9467 2.74589 51.8267 2.7552
10 51.6533 2.768711 51.4000 2.788412 51.0667 2.814413 50.9467 2.823814 50.6667 2.845615 50.5200 2.857016 50.2933 2.8747
Index
Consolidation Test Results(Sequence 7) Rebound 0.063 tsf
Consolidation Test Results(Sequence 7) Rebound 0.063 tsf
SettlementTime
00:00:01 0.3913 0.391100:00:02 0.3911 0.3909
Displacement(in) (in)
00:00:00 0.3920 0.3918
00:00:05 0.3908 0.390600:00:06 0.3907 0.3905
00:00:03 0.3910 0.390800:00:04 0.3909 0.3907
00:00:30 0.3889 0.388700:01:00 0.3876 0.3874
00:00:12 0.3901 0.389900:00:15 0.3898 0.3896
00:05:00 0.3823 0.382100:08:00 0.3802 0.3800
00:02:00 0.3857 0.385500:04:00 0.3832 0.3830
00:10:01 0.3791 0.378900:15:01 0.3774 0.3772
0.3440
0.3640
0.3840
0.4040
0.4240
0.4440
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 15 of 26
16 50.2933 2.874717 50.1067 2.889218 49.7200 2.919419 49.5067 2.936020 49.3200 2.950621 49.1733 2.962022 49.0800 2.969323 48.8800 2.984924 48.8133 2.990125 48.7333 2.996326 48.6933 2.999427 48.6400 3.003628 48.6000 3.006729 48.5600 3.009830 48.4800 3.016131 48.4667 3.017132 48.4400 3.019233 48.4000 3.022334 48.3867 3.023335 48.3733 3.024436 48.3600 3.0254
00:20:01 0.3760 0.375800:40:03 0.3731 0.3729
00:15:01 0.3774 0.3772
02:00:09 0.3690 0.368802:30:11 0.3683 0.3681
01:00:04 0.3715 0.371301:30:07 0.3701 0.3699
04:00:18 0.3657 0.365504:30:20 0.3654 0.3652
03:00:13 0.3668 0.366603:30:16 0.3663 0.3661
06:00:27 0.3644 0.364206:30:29 0.3638 0.3636
05:00:23 0.3650 0.364805:30:25 0.3647 0.3645
08:00:36 0.3632 0.363008:30:38 0.3631 0.3629
07:00:31 0.3637 0.363507:30:34 0.3635 0.3633
09:00:41 0.3630 0.362809:30:43 0.3629 0.3627
0.3606
0.3656
0.3706
0.3756
0.3806
0.3856
0.3906
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load7Log
Page 15 of 26
37 48.3467 3.026438 48.3333 3.027539 48.3067 3.029640 48.2933 3.030641 48.2800 3.031642 48.2800 3.031643 48.2667 3.032744 48.2667 3.032745 48.2533 3.033746 48.2400 3.034847 48.2267 3.035848 48.2000 3.037949 48.2000 3.037950 48.1867 3.038951 48.1867 3.038952 48.1733 3.040053 48.1733 3.040054 48.1733 3.040055 48.1600 3.041056 48.1600 3.041057 48.1600 3.041058 48.1467 3.042059 48.1467 3.042060 48.1467 3.042061 48.1333 3.043162 48.1333 3.043163 48.1200 3.044164 48.1200 3.044165 48.1067 3.045266 48.1067 3.045267 48.0933 3.046268 48.0933 3.046269 48 0933 3 0462
10:00:45 0.3628 0.362610:30:47 0.3627 0.3625
12:00:54 0.3623 0.362112:30:57 0.3623 0.3621
11:00:50 0.3625 0.362311:30:52 0.3624 0.3622
14:01:04 0.3621 0.361914:31:06 0.3620 0.3618
13:00:59 0.3622 0.362013:31:01 0.3622 0.3620
16:01:13 0.3617 0.361516:31:15 0.3616 0.3614
15:01:08 0.3619 0.361715:31:10 0.3617 0.3615
18:01:22 0.3615 0.361318:31:24 0.3615 0.3613
17:01:17 0.3616 0.361417:31:19 0.3615 0.3613
20:01:31 0.3614 0.361220:31:33 0.3613 0.3611
19:01:26 0.3614 0.361219:31:29 0.3614 0.3612
22:01:40 0.3612 0.361022:31:42 0.3612 0.3610
21:01:35 0.3613 0.361121:31:38 0.3613 0.3611
24:01:49 0.3610 0.360824:31:51 0.3610 0.3608
23:01:44 0.3611 0.360923:31:47 0.3611 0.3609
26:01:58 0 3609 0 3607
25:01:54 0.3609 0.360725:31:56 0.3609 0.3607
Page 16 of 26
69 48.0933 3.046270 48.0800 3.047271 48.0800 3.047272 48.0800 3.047273 48.0800 3.0472
26:01:58 0.3609 0.360726:32:00 0.3608 0.3606
27:33:56 0.3608 0.3606
27:02:03 0.3608 0.360627:32:05 0.3608 0.3606
Page 16 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 48.0800 3.04721 48.1467 3.04202 48.1600 3.04103 48.1733 3.04004 48.1867 3.03895 48.2133 3.03686 48.2267 3.03587 48.2800 3.03168 48.2933 3.03069 48.3867 3.0233
10 48.5067 3.014011 48.6800 3.000512 48.8533 2.986913 48.9067 2.982814 48.9867 2.976615 49.0133 2.974516 49.0533 2.9714
00:00:02 0.3614 0.361200:00:03 0.3615 0.3613
Consolidation Test Results(Sequence 8) Load 0.250 tsf
Consolidation Test Results(Sequence 8) Load 0.250 tsf
Displacement Settlement
00:00:01 0.3613 0.3611
(in)Index Time (in)00:00:00 0.3608 0.3606
00:00:06 0.3619 0.361700:00:12 0.3623 0.3621
00:00:04 0.3616 0.361400:00:05 0.3618 0.3616
00:01:00 0.3640 0.363800:02:01 0.3653 0.3651
00:00:15 0.3624 0.362200:00:30 0.3631 0.3629
00:08:01 0.3676 0.367400:10:01 0.3678 0.3676
00:04:01 0.3666 0.366400:05:01 0.3670 0.3668
00:15:01 0.3681 0.3679
0.3608
0.3628
0.3648
0.3668
0.3688
0.3708
0.3728
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 26
16 49.0533 2.971417 49.1067 2.967218 49.1733 2.962019 49.2400 2.956820 49.2667 2.954721 49.2933 2.952722 49.3200 2.950623 49.3333 2.949524 49.3333 2.949525 49.3333 2.949526 49.3467 2.948527 49.3467 2.948528 49.3600 2.947529 49.3600 2.947530 49.3733 2.946431 49.3733 2.946432 49.3733 2.946433 49.3867 2.945434 49.3867 2.945435 49.4000 2.944336 49.4000 2.9443
00:40:03 0.3690 0.368801:00:05 0.3695 0.3693
00:15:01 0.3681 0.367900:20:02 0.3685 0.3683
02:30:12 0.3701 0.369903:00:14 0.3702 0.3700
01:30:07 0.3697 0.369502:00:09 0.3699 0.3697
04:30:21 0.3703 0.370105:00:23 0.3703 0.3701
03:30:16 0.3702 0.370004:00:19 0.3702 0.3700
06:30:30 0.3705 0.370307:00:32 0.3705 0.3703
05:30:26 0.3704 0.370206:00:28 0.3704 0.3702
08:30:39 0.3706 0.370409:00:41 0.3707 0.3705
07:30:35 0.3705 0.370308:00:37 0.3706 0.3704
09:30:44 0.3707 0.3705
0.3608
0.3628
0.3648
0.3668
0.3688
0.3708
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 26
37 49.4133 2.943338 49.4133 2.943339 49.4133 2.943340 49.4133 2.943341 49.4133 2.943342 49.4267 2.942343 49.4267 2.942344 49.4267 2.942345 49.4267 2.942346 49.4267 2.942347 49.4267 2.942348 49.4400 2.941249 49.4400 2.941250 49.4400 2.941251 49.4400 2.941252 49.4400 2.941253 49.4400 2.941254 49.4400 2.941255 49.4400 2.941256 49.4400 2.941257 49.4400 2.941258 49.4400 2.941259 49.4400 2.941260 49.4400 2.941261 49.4533 2.940262 49.4533 2.940263 49.4533 2.940264 49.4533 2.940265 49.4533 2.940266 49.4533 2.940267 49.4533 2.940268 49.4533 2.940269 49 4533 2 9402
10:30:48 0.3708 0.370611:00:50 0.3708 0.3706
10:00:46 0.3708 0.3706
12:30:57 0.3709 0.370713:00:59 0.3709 0.3707
11:30:52 0.3708 0.370612:00:55 0.3708 0.3706
14:31:06 0.3709 0.370715:01:08 0.3709 0.3707
13:31:01 0.3709 0.370714:01:04 0.3709 0.3707
16:31:15 0.3710 0.370817:01:18 0.3710 0.3708
15:31:11 0.3710 0.370816:01:13 0.3710 0.3708
18:31:24 0.3710 0.370819:01:27 0.3710 0.3708
17:31:20 0.3710 0.370818:01:22 0.3710 0.3708
20:31:34 0.3710 0.370821:01:36 0.3710 0.3708
19:31:29 0.3710 0.370820:01:31 0.3710 0.3708
22:31:43 0.3711 0.370923:01:45 0.3711 0.3709
21:31:38 0.3710 0.370822:01:40 0.3711 0.3709
24:31:52 0.3711 0.370925:01:54 0.3711 0.3709
23:31:47 0.3711 0.370924:01:49 0.3711 0.3709
25:31:56 0.3711 0.370926:01:59 0 3711 0 3709
Page 18 of 26
69 49.4533 2.940270 49.4533 2.940226:28:37 0.3711 0.3709
26:01:59 0.3711 0.3709
Page 18 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 49.4533 2.94021 49.5733 2.93082 49.6267 2.92673 49.6533 2.92464 49.6800 2.92255 49.7067 2.92046 49.7333 2.91847 49.8533 2.90908 49.8800 2.90699 50.0667 2.8924
10 50.3067 2.873711 50.6533 2.846612 51.0400 2.816513 51.1600 2.807114 51.3867 2.789515 51.4800 2.782216 51.6133 2.7718
Consolidation Test Results(Sequence 9) Load 0.500 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 9) Load 0.500 tsf
Time Settlement(in)
00:00:02 0.3724 0.372200:00:03 0.3726 0.3724
00:00:00 0.3711 0.370900:00:01 0.3720 0.3718
00:00:06 0.3732 0.373000:00:12 0.3741 0.3739
00:00:04 0.3728 0.372600:00:05 0.3730 0.3728
00:01:00 0.3775 0.377300:02:01 0.3801 0.3799
00:00:15 0.3743 0.374100:00:30 0.3757 0.3755
00:08:01 0.3856 0.385400:10:01 0.3863 0.3861
00:04:01 0.3830 0.382800:05:01 0.3839 0.3837
00:15:02 0.3873 0.3871
0.3712
0.3762
0.3812
0.3862
0.3912
0.3962
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 26
16 51.6133 2.771817 51.6933 2.765618 51.8800 2.751019 51.9600 2.744820 52.0267 2.739621 52.1733 2.728222 52.2133 2.725023 52.2400 2.723024 52.2800 2.719825 52.3067 2.717826 52.3200 2.716727 52.3333 2.715728 52.3600 2.713629 52.3733 2.712630 52.4000 2.710531 52.4267 2.708432 52.4267 2.708433 52.4400 2.707434 52.4400 2.707435 52.4533 2.706336 52.4533 2.7063
00:40:03 0.3893 0.389101:00:05 0.3899 0.3897
00:15:02 0.3873 0.387100:20:02 0.3879 0.3877
02:30:12 0.3918 0.391603:00:14 0.3920 0.3918
01:30:07 0.3904 0.390202:00:09 0.3915 0.3913
04:30:21 0.3926 0.392405:00:23 0.3927 0.3925
03:30:16 0.3923 0.392104:00:19 0.3925 0.3923
06:30:30 0.3932 0.393007:00:32 0.3934 0.3932
05:30:25 0.3929 0.392706:00:28 0.3930 0.3928
08:30:39 0.3935 0.393309:00:41 0.3936 0.3934
07:30:34 0.3934 0.393208:00:37 0.3935 0.3933
09:30:43 0.3936 0.3934
0.3718
0.3768
0.3818
0.3868
0.3918
0.3968
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 26
37 52.4667 2.705338 52.4800 2.704239 52.4933 2.703240 52.5067 2.702241 52.5067 2.702242 52.5200 2.701143 52.5200 2.701144 52.5333 2.700145 52.5333 2.700146 52.5467 2.699047 52.5600 2.698048 52.5600 2.698049 52.5600 2.698050 52.5733 2.697051 52.5733 2.697052 52.5867 2.695953 52.5867 2.695954 52.5867 2.695955 52.6000 2.694956 52.6000 2.694957 52.6133 2.693958 52.6267 2.6928
10:30:48 0.3938 0.393611:00:50 0.3939 0.3937
10:00:46 0.3937 0.3935
12:30:57 0.3941 0.393913:01:00 0.3941 0.3939
11:30:53 0.3940 0.393812:00:55 0.3940 0.3938
14:31:06 0.3943 0.394115:01:09 0.3944 0.3942
13:31:02 0.3942 0.394014:01:04 0.3942 0.3940
16:31:15 0.3945 0.394317:01:18 0.3945 0.3943
15:31:11 0.3944 0.394216:01:13 0.3944 0.3942
18:31:25 0.3946 0.394419:01:27 0.3947 0.3945
17:31:20 0.3946 0.394418:01:22 0.3946 0.3944
20:05:19 0.3949 0.3947
19:31:29 0.3947 0.394520:01:31 0.3948 0.3946
Page 20 of 26Page 20 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 52.6267 2.69281 52.7733 2.68142 52.8533 2.67513 52.8800 2.67314 52.9333 2.66895 52.9600 2.66686 52.9733 2.66587 53.1067 2.65548 53.1733 2.65029 53.4000 2.6325
10 53.7200 2.607611 54.0800 2.579512 54.5333 2.544213 54.6800 2.532814 54.9733 2.509915 55.0933 2.500516 55.2933 2.4849
Index Time
Consolidation Test Results(Sequence 10) Load 1.000 tsf
Consolidation Test Results(Sequence 10) Load 1.000 tsf
00:00:01
Displacement(in)
Settlement(in)
0.3960 0.395800:00:00 0.3949 0.3947
00:00:04 0.3972 0.397000:00:05 0.3974 0.3972
00:00:02 0.3966 0.396400:00:03 0.3968 0.3966
00:00:15 0.3990 0.398800:00:30 0.4007 0.4005
00:00:06 0.3975 0.397300:00:12 0.3985 0.3983
00:04:00 0.4092 0.409000:05:00 0.4103 0.4101
00:01:00 0.4031 0.402900:02:00 0.4058 0.4056
00:15:01 0.4149 0.4147
00:08:00 0.4125 0.412300:10:01 0.4134 0.4132
0.39460.39960.40460.40960.41460.41960.42460.42960.4346
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 26
16 55.2933 2.484917 55.4267 2.474518 55.7333 2.450619 55.8800 2.439220 56.0533 2.425721 56.1733 2.416322 56.2667 2.409123 56.3333 2.403924 56.3867 2.399725 56.4533 2.394526 56.4933 2.391427 56.5467 2.387228 56.5867 2.384129 56.6133 2.382030 56.6533 2.378931 56.6933 2.375832 56.7067 2.374833 56.7333 2.372734 56.7733 2.369635 56.8000 2.367536 56.8133 2.3665
00:15:01 0.4149 0.414700:20:01 0.4159 0.4157
01:30:07 0.4206 0.420402:00:09 0.4215 0.4213
00:40:03 0.4182 0.418001:00:04 0.4193 0.4191
03:30:16 0.4231 0.422904:00:18 0.4236 0.4234
02:30:11 0.4222 0.422003:00:13 0.4227 0.4225
05:30:25 0.4246 0.424406:00:27 0.4248 0.4246
04:30:20 0.4239 0.423705:00:22 0.4243 0.4241
07:30:34 0.4255 0.425308:00:36 0.4257 0.4255
06:30:29 0.4251 0.424907:00:32 0.4254 0.4252
09:30:43 0.4263 0.4261
08:30:39 0.4260 0.425809:00:41 0.4262 0.4260
0.3968
0.4018
0.4068
0.4118
0.4168
0.4218
0.4268
0.4318
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 26
37 56.8267 2.365438 56.8533 2.363339 56.8800 2.361340 56.9067 2.359241 56.9067 2.359242 56.9200 2.358143 56.9333 2.357144 56.9600 2.355045 56.9733 2.354046 57.0000 2.351947 57.0133 2.350948 57.0133 2.350949 57.0267 2.349850 57.0400 2.348851 57.0533 2.347752 57.0667 2.346753 57.0800 2.345754 57.0933 2.344655 57.1067 2.343656 57.1200 2.342657 57.1200 2.342658 57.1333 2.341559 57.1467 2.340560 57.1600 2.3394
10:00:46 0.4264 0.4262
11:30:52 0.4270 0.426812:00:55 0.4270 0.4268
10:30:48 0.4266 0.426411:00:50 0.4268 0.4266
13:31:02 0.4274 0.427214:01:04 0.4275 0.4273
12:30:57 0.4271 0.426913:00:59 0.4272 0.4270
15:31:11 0.4278 0.427616:01:13 0.4279 0.4277
14:31:06 0.4277 0.427515:01:08 0.4278 0.4276
17:31:20 0.4282 0.428018:01:22 0.4283 0.4281
16:31:15 0.4280 0.427817:01:18 0.4281 0.4279
19:31:29 0.4286 0.428420:01:31 0.4286 0.4284
18:31:24 0.4284 0.428219:01:27 0.4285 0.4283
21:31:13 0.4289 0.4287
20:31:34 0.4287 0.428521:01:36 0.4288 0.4286
Page 22 of 26Page 22 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 57.1600 2.33941 57.4133 2.31972 57.4800 2.31453 57.5467 2.30934 57.5867 2.30625 57.6400 2.30206 57.6667 2.29997 57.8667 2.28438 57.9333 2.27929 58.2267 2.2563
10 58.6400 2.224111 59.2400 2.177312 60.0267 2.116013 60.3467 2.091014 61.0533 2.035915 61.3867 2.010016 61.9733 1.9642
Consolidation Test Results(Sequence 11) Load 2.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 2.000 tsf
Index
00:00:01 0.4308 0.4306
(in) (in)Time
00:00:00 0.4289 0.4287
00:00:02 0.4313 0.431100:00:03 0.4318 0.431600:00:04 0.4321 0.431900:00:05 0.4325 0.432300:00:06 0.4327 0.432500:00:12 0.4342 0.434000:00:15 0.4347 0.434500:00:30 0.4369 0.436700:01:00 0.4400 0.439800:02:00 0.4445 0.444300:04:00 0.4504 0.450200:05:00 0.4528 0.452600:08:00 0.4581 0.457900:10:00 0.4606 0.460400:15:01 0.4650 0.4648
0.4292
0.4392
0.4492
0.4592
0.4692
0.4792
0.4892
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 26
16 61.9733 1.964217 62.3733 1.933018 63.3067 1.860319 63.7067 1.829120 64.0267 1.804221 64.2267 1.788622 64.3733 1.777123 64.5200 1.765724 64.6133 1.758425 64.6933 1.752226 64.7600 1.747027 64.8000 1.743928 64.8133 1.7428
Tested By: Checked By:
00:15:01 0.4650 0.464800:20:01 0.4680 0.467800:40:03 0.4750 0.474801:00:04 0.4780 0.477801:30:06 0.4804 0.480202:00:09 0.4819 0.481702:30:11 0.4830 0.482803:00:13 0.4841 0.483903:30:16 0.4848 0.484604:00:18 0.4854 0.4852
05:10:26 0.4863 0.4861
04:30:20 0.4859 0.485705:00:22 0.4862 0.4860
0.4294
0.4394
0.4494
0.4594
0.4694
0.4794
0.4894
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 64.8133 1.74281 65.0933 1.72102 65.1600 1.71583 65.2267 1.71064 65.2533 1.70855 65.3067 1.70446 65.3333 1.70237 65.4800 1.69098 65.5467 1.68579 65.7867 1.6670
10 66.1333 1.640011 66.6133 1.602512 67.2667 1.551613 67.5067 1.532914 68.1200 1.485115 68.4267 1.461216 68.9867 1.4175
Consolidation Test Results(Sequence 12) Load 4.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 4.000 tsf
Time Displacement
00:00:02 0.4889 0.488700:00:03 0.4894 0.4892
Settlement(in) (in)
00:00:00 0.4863 0.486100:00:01 0.4884 0.4882
00:00:06 0.4902 0.490000:00:12 0.4913 0.4911
00:00:04 0.4896 0.489400:00:05 0.4900 0.4898
00:01:00 0.4962 0.496000:02:00 0.4998 0.4996
00:00:15 0.4918 0.491600:00:30 0.4936 0.4934
00:08:01 0.5111 0.510900:10:01 0.5134 0.5132
00:04:00 0.5047 0.504500:05:00 0.5065 0.5063
00:15:01 0.5176 0.5174
0.4872
0.4972
0.5072
0.5172
0.5272
0.5372
0.5472
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
16 68.9867 1.417517 69.3867 1.386318 70.2533 1.318819 70.6400 1.288620 70.9200 1.266821 71.0933 1.253322 71.2400 1.241923 71.3467 1.233624 71.4267 1.227325 71.5067 1.221126 71.5467 1.218027 71.6000 1.213828 71.6400 1.210729 71.6667 1.208630 71.7200 1.204531 71.7333 1.203432 71.7600 1.201333 71.8000 1.198234 71.8267 1.196135 71.8400 1.195136 71.8533 1.1941
00:40:03 0.5271 0.526901:00:05 0.5300 0.5298
00:15:01 0.5176 0.517400:20:01 0.5206 0.5204
02:30:11 0.5345 0.534303:00:14 0.5353 0.5351
01:30:07 0.5321 0.531902:00:09 0.5334 0.5332
04:30:21 0.5368 0.536605:00:23 0.5372 0.5370
03:30:16 0.5359 0.535704:00:18 0.5365 0.5363
06:30:30 0.5381 0.537907:00:32 0.5382 0.5380
05:30:25 0.5375 0.537306:00:27 0.5377 0.5375
08:30:39 0.5389 0.538709:00:41 0.5390 0.5388
07:30:34 0.5384 0.538208:00:36 0.5387 0.5385
09:30:43 0.5391 0.5389
0.4884
0.4984
0.5084
0.5184
0.5284
0.5384
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
37 71.8800 1.192038 71.9067 1.189939 71.9333 1.187840 71.9467 1.186841 71.9600 1.185842 71.9600 1.185843 71.9733 1.184744 72.0000 1.182645 72.0133 1.181646 72.0267 1.180647 72.0400 1.179548 72.0533 1.178549 72.0667 1.177450 72.0667 1.177451 72.0800 1.176452 72.0933 1.175453 72.1067 1.174354 72.1200 1.173355 72.1333 1.1722
Tested By: Checked By:
10:30:48 0.5395 0.539311:00:50 0.5397 0.5395
10:00:46 0.5393 0.5391
12:30:57 0.5399 0.539713:00:59 0.5400 0.5398
11:30:53 0.5398 0.539612:00:55 0.5399 0.5397
14:31:06 0.5404 0.540215:01:09 0.5405 0.5403
13:31:02 0.5402 0.540014:01:04 0.5403 0.5401
16:31:15 0.5407 0.540517:01:18 0.5408 0.5406
15:31:11 0.5406 0.540416:01:13 0.5407 0.5405
18:31:24 0.5411 0.540918:45:31 0.5412 0.5410
17:31:20 0.5409 0.540718:01:22 0.5410 0.5408
Page 25 of 26Page 25 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP1-30 Peat (PT)Depth: 8 - 10 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 72.1333 1.17221 72.4000 1.15152 72.4533 1.14733 72.4933 1.14424 72.5200 1.14215 72.5600 1.13906 72.5867 1.13697 72.6933 1.12868 72.7200 1.12659 72.8933 1.1130
10 73.1067 1.096411 73.4133 1.072512 73.8000 1.042313 73.9733 1.028814 74.3200 1.001815 74.5200 0.986216 74.8800 0.9581
Consolidation Test Results(Sequence 13) Load 8.000 tsf
Consolidation Test Results(Sequence 13) Load 8.000 tsf
Index Time Displacement Settlement(in) (in)
00:00:00 0.5412 0.541000:00:01 0.5432 0.543000:00:02 0.5436 0.543400:00:03 0.5439 0.543700:00:04 0.5441 0.543900:00:05 0.5444 0.544200:00:06 0.5446 0.544400:00:12 0.5454 0.545200:00:15 0.5456 0.545400:00:30 0.5469 0.546700:01:00 0.5485 0.548300:02:00 0.5508 0.550600:04:00 0.5537 0.553500:05:00 0.5550 0.554800:08:01 0.5576 0.557400:10:01 0.5591 0.558900:15:01 0.5618 0.5616
0.54260.54760.55260.55760.56260.56760.57260.57760.5826
0.0 5.0 10.0 15.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 26
16 74.8800 0.958117 75.1467 0.937318 75.6933 0.894719 75.9600 0.873920 76.2267 0.853221 76.4000 0.839722 76.5067 0.831323 76.5733 0.826124 76.6533 0.819925 76.7333 0.813726 76.7600 0.811627 76.8267 0.8064
Tested By: Checked By:
00:15:01 0.5618 0.561600:20:01 0.5638 0.563600:40:03 0.5679 0.567701:00:04 0.5699 0.569701:30:07 0.5719 0.571702:00:09 0.5732 0.573002:30:11 0.5740 0.573803:00:14 0.5745 0.574303:30:16 0.5751 0.5749
04:59:10 0.5764 0.5762
04:00:18 0.5757 0.575504:30:20 0.5759 0.5757
0.5436
0.5486
0.5536
0.5586
0.5636
0.5686
0.5736
0.5786
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 26
Consolidation TestTest Results
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
Stra
in (%
)
Before After Liquid Limits: 284 Test Date: 26 May 11768.87 144.25 Plastic Limits: 69
Dry Density (pcf): 7.44 27.85 Plasticity Index (%): 215Saturation (%): 97.44 82.98Void Ratio: 15.6786 3.6811 Specific Gravity: 1.987 MeasuredSample Description: Peat (PT)Project Number: 10883-011-00 Depth: 20 - 22 feet Remarks:Sample Number: Boring Number: BHSP-BP2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
70.00
80.00
0.010 0.100 1.000 10.000Pressure (tsf)
Consolidation TestTest Results
5.0000
7.0000
9.0000
11.0000
13.0000
15.0000
Void
Rat
io
Before After Liquid Limits: 284 Test Date: 26 May 11768.87 144.25 Plastic Limits: 69
Dry Density (pcf): 7.44 27.85 Plasticity Index (%): 215Saturation (%): 97.44 82.98Void Ratio: 15.6786 3.6811 Specific Gravity: 1.987 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 20 - 22 feet Remarks:Sample Number: Boring Number: BHSP-BP2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
3.0000
5.0000
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
50.0000
100.0000
150.0000
200.0000
250.0000
300.0000
350.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 284 Test Date: 26 May 11768.87 144.25 Plastic Limits: 69
Dry Density (pcf): 7.44 27.85 Plasticity Index (%): 215Saturation (%): 97.44 82.98Void Ratio: 15.6786 3.6811 Specific Gravity: 1.987 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 20 - 22 feet Remarks:Sample Number: Boring Number: BHSP-BP2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
50.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
10.0000
20.0000
30.0000
40.0000
50.0000
60.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 284 Test Date: 26 May 11768.87 144.25 Plastic Limits: 69
Dry Density (pcf): 7.44 27.85 Plasticity Index (%): 215Saturation (%): 97.44 82.98Void Ratio: 15.6786 3.6811 Specific Gravity: 1.987 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 20 - 22 feet Remarks:Sample Number: Boring Number: BHSP-BP2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
10.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.2105Ymax
Consolidation TestTest Results
0.300
0.400
0.500
0.600
0.700
0.800
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 284 Test Date: 26 May 11768.87 144.25 Plastic Limits: 69
Dry Density (pcf): 7.44 27.85 Plasticity Index (%): 215Saturation (%): 97.44 82.98Void Ratio: 15.6786 3.6811 Specific Gravity: 1.987 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 20 - 22 feet Remarks:Sample Number: Boring Number: BHSP-BP2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.100
0.200
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-B
P2-30Peat (PT)
Depth:
20 - 22 feetR
emarks:
Test N
umber:
Sample T
ype:U
ndisturbedT
est Date:
26 May 11
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.70500.00
15.64870.000
0.0000.000
0.0000.031
0.03700.7130
0.66804.93
14.82731.406
1.736279.881
52.6420.063
0.07660.6734
0.628410.21
13.94831.109
5.947316.490
13.7080.125
0.13970.6103
0.565318.63
12.54762.083
14.399138.376
4.6500.250
0.22090.5291
0.484129.45
10.74513.368
6.45764.314
7.7940.500
0.30350.4465
0.401540.47
8.91159.627
6.82116.024
5.2541.000
0.37990.3701
0.325150.65
7.215615.446
6.7206.862
3.6640.250
0.35120.3988
0.353846.83
7.85270.000
0.0000.000
0.0000.063
0.31230.4377
0.392741.64
8.71620.000
0.0000.000
0.0000.250
0.32940.4206
0.375643.92
8.33669.280
3.45914.751
9.1930.500
0.35170.3983
0.353346.89
7.84169.280
3.83313.228
7.4391.000
0.38380.3662
0.321251.17
7.129013.680
3.8817.585
6.2112.000
0.44980.3002
0.255259.97
5.663927.668
9.5652.520
1.6944.000
0.50090.2491
0.204166.79
4.529620.909
11.6392.296
0.9588.000
0.53950.2105
0.165571.93
3.672724.568
12.0411.396
0.662Predicted value indicated w
ith *
121314 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Sample Number: Sample Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 284.0000 Initial Void Ratio: 15.6786 Initial Height (in): 0.7500Plastic Limit: 69.0000 Plasticity Index (%): 215.0000 Initial Diameter (in): 2.5000Specific Gravity: 1.9870 Weight of Ring (g): 106.7000
Measured
Void RatioSaturation (%)
Dry Density (pcf)
37.4426.7819.39
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 144.25
116.9137.6427.33
768.873.6811
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
82.9827.85
15.678697.447.44
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:26 M
ay 11T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-B
P2-30Peat (PT)
Depth:
20 - 22 feetR
emarks:
Sample T
ype:U
ndisturbed
Axial Strain
Void R
atio(%
)0
0.000015.6786
10.3467
15.62082
0.573315.5830
30.7067
15.56074
0.826715.5407
50.9200
15.52516
1.000015.5118
71.2667
15.46738
1.360015.4517
91.8400
15.371710
2.306715.2939
112.7467
15.220512
3.173315.1493
133.2933
15.129314
3.573315.0826
153.6800
15.064816
3.880015.0314
00:10:000.0284
0.027600:15:0 0
0.02990.0291
00:05:000.0255
0.024700:08:00
0.02760.0268
00:02:000.0214
0.020600:04:00
0.02460.0238
00:00:300.0146
0.013800:01:00
0.01810.0173
00:00:120.0103
0.009500:00:15
0.01100.0102
00:00:050.0077
0.006900:00:06
0.00830.0075
00:00:030.0061
0.005300:00:04
0.00700.0062
00:00:010.0034
0.002600:00:02
0.00510.0043
0.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)T
ime
Displacem
ent(in)
00:00:000.0008
0.00320.00820.01320.01820.02320.02820.03320.03820.0432
0.02.0
4.06.0
8.010.0
12.014.0
16.018.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0076
00126
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 32
174.0400
15.004818
4.333314.9558
194.4533
14.935820
4.573314.9158
214.6533
14.902522
4.720014.8913
234.7600
14.884724
4.813314.8758
254.8533
14.869126
4.893314.8624
274.9333
14.855828
4.933314.8558
Tested B
y:C
hecked By:
05:00:220.0378
0.037005:07:29
0.03780.0370
04:00:170.0372
0.036404:30:19
0.03750.0367
03:00:120.0365
0.035703:30:15
0.03690.0361
02:00:080.0357
0.034902:30:10
0.03620.0354
01:00:030.0342
0.033401:30:06
0.03510.0343
00:20:000.0311
0.030300:40:02
0.03330.0325
0.0076
0.0126
0.0176
0.0226
0.0276
0.0326
0.03760.101.00
10.00100.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 4.9333 14.85581 5.2533 14.80242 5.2933 14.79573 5.3600 14.78464 5.4000 14.77795 5.4533 14.76906 5.4933 14.76247 5.7600 14.71798 5.8667 14.70019 6.1867 14.6467
10 6.5333 14.588911 7.0000 14.511112 7.4267 14.439913 7.5467 14.419914 7.8267 14.373215 7.9600 14.351016 8.1733 14.3154
00:10:01 0.0605 0.059700:15:01 0.0621 0.0613
00:05:00 0.0574 0.056600:08:00 0.0595 0.0587
00:02:00 0.0533 0.052500:04:00 0.0565 0.0557
00:00:30 0.0472 0.046400:01:00 0.0498 0.0490
00:00:12 0.0440 0.043200:00:15 0.0448 0.0440
00:00:05 0.0417 0.040900:00:06 0.0420 0.0412
00:00:03 0.0410 0.040200:00:04 0.0413 0.0405
00:00:01 0.0402 0.039400:00:02 0.0405 0.0397
Settlement(in)
Displacement
00:00:00 0.0378 0.0370
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time
0.03760.04260.04760.05260.05760.06260.06760.07260.07760.0826
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 32
17 8.3333 14.288718 8.6933 14.228719 8.8800 14.197520 9.0667 14.166421 9.2000 14.144122 9.3067 14.126423 9.4000 14.110824 9.4667 14.099725 9.5333 14.088626 9.6000 14.077427 9.6533 14.068528 9.6933 14.061929 9.7333 14.055230 9.7733 14.048531 9.8000 14.044132 9.8267 14.039633 9.8533 14.035234 9.8800 14.030735 9.9067 14.026336 9.9333 14.0218
09:00:41 0.0751 0.074309:30:43 0.0753 0.0745
08:00:36 0.0747 0.073908:30:39 0.0749 0.0741
07:00:32 0.0743 0.073507:30:34 0.0745 0.0737
06:00:27 0.0738 0.073006:30:30 0.0741 0.0733
05:00:23 0.0732 0.072405:30:25 0.0735 0.0727
04:00:18 0.0723 0.071504:30:20 0.0728 0.0720
03:00:14 0.0713 0.070503:30:16 0.0718 0.0710
02:00:09 0.0698 0.069002:30:11 0.0706 0.0698
01:00:04 0.0674 0.066601:30:07 0.0688 0.0680
00:20:01 0.0633 0.062500:40:03 0.0660 0.0652
0.04180.04680.05180.05680.06180.06680.07180.0768
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 32
37 9.9600 14.017438 9.9867 14.012939 10.0000 14.010740 10.0133 14.008541 10.0400 14.004042 10.0533 14.001843 10.0800 13.997444 10.0933 13.995245 10.1067 13.992946 10.1200 13.990747 10.1333 13.988548 10.1600 13.984049 10.1733 13.981850 10.1867 13.979651 10.2000 13.977452 10.2133 13.9751
17:01:17 0.0773 0.076517:31:20 0.0774 0.0766
16:01:13 0.0771 0.076316:31:15 0.0772 0.0764
15:01:08 0.0768 0.076015:31:11 0.0770 0.0762
14:01:04 0.0766 0.075814:31:06 0.0767 0.0759
13:00:59 0.0764 0.075613:31:02 0.0765 0.0757
12:00:55 0.0761 0.075312:30:57 0.0762 0.0754
11:00:50 0.0758 0.075011:30:52 0.0759 0.0751
10:00:46 0.0755 0.074710:30:48 0.0757 0.0749
Page 10 of 32Page 10 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.2133 13.97511 10.6267 13.90622 10.7600 13.88403 10.8400 13.87064 10.9200 13.85735 10.9733 13.84846 11.0267 13.83957 11.3467 13.78618 11.4533 13.76839 11.8533 13.7016
10 12.3867 13.612711 13.0400 13.503712 13.7067 13.392513 13.9067 13.359114 14.3200 13.290215 14.5067 13.259116 14.8267 13.205700:15:01 0.1120 0.1112
00:08:01 0.1082 0.107400:10:01 0.1096 0.1088
00:04:01 0.1036 0.102800:05:01 0.1051 0.1043
00:01:00 0.0937 0.092900:02:00 0.0986 0.0978
00:00:15 0.0867 0.085900:00:30 0.0897 0.0889
00:00:06 0.0835 0.082700:00:12 0.0859 0.0851
00:00:05 0.0831 0.0823
00:00:02 0.0815 0.080700:00:03 0.0821 0.0813
00:00:00 0.0774 0.076600:00:01 0.0805 0.0797
00:00:04 0.0827 0.0819
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement(in)
Settlement(in)
0.0786
0.0886
0.0986
0.1086
0.1186
0.1286
0.1386
0.1486
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 32
17 15.0533 13.167918 15.5600 13.083419 15.8533 13.034520 16.1467 12.985521 16.3467 12.952222 16.5067 12.925523 16.8933 12.861024 17.0267 12.838825 17.1333 12.821026 17.2267 12.805427 17.3067 12.792128 17.3733 12.781029 17.4533 12.767630 17.6133 12.740931 17.6667 12.732032 17.7200 12.723133 17.7733 12.714234 17.8133 12.707635 17.8533 12.700936 17.8933 12.694209:30:43 0.1350 0.1342
08:30:39 0.1344 0.133609:00:41 0.1347 0.1339
07:30:34 0.1337 0.132908:00:36 0.1341 0.1333
06:30:30 0.1329 0.132107:00:32 0.1333 0.1325
05:30:25 0.1311 0.130306:00:27 0.1317 0.1309
04:30:21 0.1300 0.129205:00:23 0.1306 0.1298
03:30:16 0.1285 0.127704:00:18 0.1293 0.1285
02:30:12 0.1246 0.123803:00:14 0.1275 0.1267
01:30:07 0.1219 0.121102:00:09 0.1234 0.1226
00:40:03 0.1175 0.116701:00:05 0.1197 0.1189
00:20:02 0.1137 0.1129 0.0834
0.0934
0.1034
0.1134
0.1234
0.1334
0.1434
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 32
37 17.9333 12.687638 17.9600 12.683139 18.0000 12.676440 18.0267 12.672041 18.0533 12.667542 18.0933 12.660943 18.1067 12.658644 18.1333 12.654245 18.1600 12.649746 18.1867 12.645347 18.2133 12.640948 18.2400 12.636449 18.2667 12.632050 18.2933 12.627551 18.3067 12.625352 18.3200 12.623153 18.3333 12.620854 18.3600 12.616455 18.3733 12.614256 18.4000 12.609757 18.4133 12.607558 18.4267 12.605359 18.4400 12.603060 18.4533 12.600861 18.4800 12.596462 18.4933 12.594263 18.5067 12.591964 18.5200 12.589765 18.5333 12.587566 18.5467 12.585367 18.5600 12.583068 18.5733 12.580869 18 5867 12 5786
25:31:56 0.1401 0.139326:01:58 0 1402 0 1394
24:31:52 0.1399 0.139125:01:54 0.1400 0.1392
23:31:47 0.1397 0.138924:01:49 0.1398 0.1390
22:31:43 0.1395 0.138723:01:45 0.1396 0.1388
21:31:38 0.1392 0.138422:01:40 0.1394 0.1386
20:31:33 0.1390 0.138221:01:36 0.1391 0.1383
19:31:29 0.1388 0.138020:01:31 0.1389 0.1381
18:31:24 0.1385 0.137719:01:27 0.1386 0.1378
17:31:20 0.1382 0.137418:01:22 0.1383 0.1375
16:31:15 0.1380 0.137217:01:18 0.1381 0.1373
15:31:11 0.1376 0.136816:01:13 0.1378 0.1370
14:31:06 0.1372 0.136415:01:09 0.1374 0.1366
13:31:02 0.1368 0.136014:01:04 0.1370 0.1362
12:30:57 0.1365 0.135713:00:59 0.1366 0.1358
11:30:52 0.1360 0.135212:00:55 0.1362 0.1354
10:30:48 0.1355 0.134711:00:50 0.1358 0.1350
10:00:46 0.1353 0.1345
Page 12 of 32
69 18.5867 12.578670 18.6000 12.576471 18.6133 12.574172 18.6267 12.571973 18.6267 12.5719
27:32:05 0.1405 0.139727:34:46 0.1405 0.1397
26:32:01 0.1403 0.139527:02:03 0.1404 0.1396
26:01:58 0.1402 0.1394
Page 12 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 18.6267 12.57191 18.8800 12.52972 19.0267 12.50523 19.1200 12.48964 19.2000 12.47635 19.2667 12.46526 19.3333 12.45417 19.6133 12.40748 19.7733 12.38079 20.2667 12.2984
10 20.9200 12.189411 21.7467 12.051512 22.7600 11.882513 23.1067 11.824714 23.8400 11.702415 24.2000 11.642416 24.7600 11.5490
00:10:01 0.1823 0.181500:15:01 0.1865 0.1857
00:05:00 0.1741 0.173300:08:00 0.1796 0.1788
00:02:00 0.1639 0.163100:04:00 0.1715 0.1707
00:00:30 0.1528 0.152000:01:00 0.1577 0.1569
00:00:12 0.1479 0.147100:00:15 0.1491 0.1483
00:00:05 0.1453 0.144500:00:06 0.1458 0.1450
00:00:03 0.1442 0.143400:00:04 0.1448 0.1440
00:00:02 0.1435 0.1427
(in)Settlement
(in)00:00:00 0.1405 0.1397
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:01 0.1424 0.1416
0.13960.14960.15960.16960.17960.18960.19960.20960.21960.2296
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 32
17 25.1333 11.486718 25.9600 11.348819 26.5733 11.246520 26.9867 11.177621 27.2667 11.130922 27.4667 11.097523 27.6267 11.070824 27.7733 11.046425 27.8933 11.026426 27.9867 11.010827 28.0800 10.995228 28.1600 10.981929 28.2400 10.968530 28.3067 10.957431 28.3733 10.946332 28.4400 10.935233 28.4933 10.926334 28.5467 10.917435 28.5867 10.910736 28.6400 10.9018
09:00:41 0.2152 0.214409:30:43 0.2156 0.2148
08:00:36 0.2145 0.213708:30:39 0.2149 0.2141
07:00:32 0.2136 0.212807:30:34 0.2141 0.2133
06:00:27 0.2126 0.211806:30:30 0.2131 0.2123
05:00:23 0.2114 0.210605:30:25 0.2120 0.2112
04:00:18 0.2100 0.209204:30:20 0.2107 0.2099
03:00:14 0.2080 0.207203:30:16 0.2091 0.2083
02:00:09 0.2053 0.204502:30:11 0.2068 0.2060
01:00:04 0.2001 0.199301:30:07 0.2032 0.2024
00:20:01 0.1893 0.188500:40:03 0.1955 0.1947
0.14560.15560.16560.17560.18560.19560.20560.21560.2256
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 32
37 28.6800 10.895238 28.7200 10.888539 28.7600 10.881840 28.7867 10.877441 28.8267 10.870742 28.8667 10.864043 28.8933 10.859644 28.9200 10.855145 28.9467 10.850746 28.9733 10.846247 29.0000 10.841848 29.0267 10.837349 29.0533 10.832950 29.0800 10.828451 29.1067 10.824052 29.1200 10.821853 29.1467 10.817354 29.1733 10.812955 29.1867 10.810756 29.2133 10.806257 29.2267 10.804058 29.2533 10.799559 29.2667 10.797360 29.2933 10.792961 29.3067 10.790662 29.3200 10.788463 29.3333 10.786264 29.3600 10.781765 29.3733 10.779566 29.4000 10.775167 29.4133 10.772968 29.4267 10.770669 29 4400 10 768426:01:58 0 2216 0 2208
25:01:54 0.2214 0.220625:31:56 0.2215 0.2207
24:01:49 0.2211 0.220324:31:51 0.2213 0.2205
23:01:44 0.2208 0.220023:31:47 0.2210 0.2202
22:01:40 0.2206 0.219822:31:42 0.2207 0.2199
21:01:35 0.2203 0.219521:31:38 0.2205 0.2197
20:01:31 0.2200 0.219220:31:33 0.2202 0.2194
19:01:26 0.2197 0.218919:31:28 0.2199 0.2191
18:01:22 0.2194 0.218618:31:24 0.2196 0.2188
17:01:17 0.2191 0.218317:31:19 0.2192 0.2184
16:01:12 0.2187 0.217916:31:15 0.2189 0.2181
15:01:08 0.2183 0.217515:31:10 0.2185 0.2177
14:01:03 0.2179 0.217114:31:06 0.2181 0.2173
13:00:59 0.2175 0.216713:31:01 0.2177 0.2169
12:00:54 0.2170 0.216212:30:56 0.2173 0.2165
11:00:49 0.2165 0.215711:30:52 0.2167 0.2159
10:00:46 0.2159 0.215110:30:47 0.2162 0.2154
Page 14 of 32
69 29.4400 10.768470 29.4533 10.7662
26:01:58 0.2216 0.220826:27:29 0.2217 0.2209
Page 14 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 29.4533 10.76621 29.5600 10.74842 29.7867 10.71063 29.8800 10.69504 29.9600 10.68175 30.0267 10.67066 30.0933 10.65947 30.3733 10.61278 30.4800 10.59499 30.8933 10.5260
10 31.4800 10.428211 32.2933 10.292512 33.3467 10.116813 33.7467 10.050114 34.6267 9.903315 35.0667 9.830016 35.8267 9.7032
00:10:01 0.2638 0.263000:15:01 0.2695 0.2687
00:05:00 0.2539 0.253100:08:01 0.2605 0.2597
00:02:00 0.2430 0.242200:04:00 0.2509 0.2501
00:00:30 0.2325 0.231700:01:00 0.2369 0.2361
00:00:12 0.2286 0.227800:00:15 0.2294 0.2286
00:00:05 0.2260 0.225200:00:06 0.2265 0.2257
00:00:03 0.2249 0.224100:00:04 0.2255 0.2247
00:00:02 0.2242 0.2234
SettlementDisplacement(in)
00:00:00 0.2217 0.2209
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)
00:00:01 0.2225 0.2217
0.2216
0.2416
0.2616
0.2816
0.3016
0.32160.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 32
17 36.3333 9.618718 37.3600 9.447519 37.8400 9.367420 38.2400 9.300721 38.6933 9.225122 38.9200 9.187323 39.0933 9.158424 39.2267 9.136125 39.3333 9.118326 39.4267 9.102827 39.4933 9.091728 39.5600 9.080529 39.6267 9.069430 39.6800 9.060531 39.7333 9.051632 39.7867 9.042733 39.8267 9.036134 39.8667 9.029435 39.8933 9.024936 39.9333 9.0183
09:00:41 0.3000 0.299209:30:43 0.3003 0.2995
08:00:36 0.2995 0.298708:30:39 0.2998 0.2990
07:00:32 0.2988 0.298007:30:34 0.2992 0.2984
06:00:27 0.2980 0.297206:30:30 0.2984 0.2976
05:00:23 0.2970 0.296205:30:25 0.2975 0.2967
04:00:18 0.2958 0.295004:30:20 0.2965 0.2957
03:00:14 0.2940 0.293203:30:16 0.2950 0.2942
02:00:09 0.2910 0.290202:30:11 0.2927 0.2919
01:00:05 0.2846 0.283801:30:07 0.2876 0.2868
00:20:02 0.2733 0.272500:40:03 0.2810 0.2802
0.22550.23550.24550.25550.26550.27550.28550.29550.3055
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 32
37 39.9733 9.011638 40.0000 9.007139 40.0267 9.002740 40.0667 8.996041 40.0800 8.993842 40.1200 8.987143 40.1467 8.982744 40.1867 8.976045 40.2000 8.973846 40.2400 8.967147 40.2533 8.964948 40.2800 8.960449 40.2933 8.958250 40.3200 8.953851 40.3333 8.951652 40.3600 8.947153 40.3733 8.944954 40.4000 8.940455 40.4267 8.936056 40.4533 8.931557 40.4667 8.929358 40.4667 8.9293
20:01:31 0.3043 0.303520:06:58 0.3043 0.3035
19:01:27 0.3040 0.303219:31:29 0.3042 0.3034
18:01:22 0.3036 0.302818:31:24 0.3038 0.3030
17:01:17 0.3033 0.302517:31:20 0.3035 0.3027
16:01:13 0.3030 0.302216:31:15 0.3032 0.3024
15:01:08 0.3027 0.301915:31:11 0.3029 0.3021
14:01:04 0.3023 0.301514:31:06 0.3026 0.3018
13:00:59 0.3019 0.301113:31:01 0.3022 0.3014
12:00:55 0.3014 0.300612:30:57 0.3017 0.3009
11:00:50 0.3010 0.300211:30:52 0.3013 0.3005
10:00:45 0.3006 0.299810:30:48 0.3008 0.3000
Page 16 of 32Page 16 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 40.4667 8.92931 40.6933 8.89152 40.8133 8.87153 40.8933 8.85824 40.9467 8.84935 41.0000 8.84046 41.0533 8.83157 41.2667 8.79598 41.3467 8.78259 41.6800 8.7269
10 42.1467 8.649111 42.8000 8.540112 43.6933 8.391213 44.0267 8.335614 44.8133 8.204415 45.2000 8.139916 45.9733 8.010900:15:01 0.3456 0.3448
00:08:01 0.3369 0.336100:10:01 0.3398 0.3390
00:04:01 0.3285 0.327700:05:01 0.3310 0.3302
00:01:00 0.3169 0.316100:02:01 0.3218 0.3210
00:00:15 0.3109 0.310100:00:30 0.3134 0.3126
00:00:06 0.3087 0.307900:00:12 0.3103 0.3095
00:00:05 0.3083 0.3075
00:00:02 0.3069 0.306100:00:03 0.3075 0.3067
00:00:01 0.3060 0.3052
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)
00:00:04 0.3079 0.3071
Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
00:00:00 0.3043 0.3035
0.30480.31480.32480.33480.34480.35480.36480.37480.38480.3948
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 32
17 46.5067 7.921918 47.5867 7.741819 48.1333 7.650620 48.5600 7.579521 48.8133 7.537222 49.0000 7.506123 49.1467 7.481624 49.2667 7.461625 49.3600 7.446026 49.4667 7.428227 49.5467 7.414928 49.6267 7.401629 49.6933 7.390430 49.7600 7.379331 49.8267 7.368232 49.8800 7.359333 49.9333 7.350434 49.9733 7.343735 50.0133 7.337136 50.0667 7.328209:30:44 0.3763 0.3755
08:30:39 0.3756 0.374809:00:41 0.3759 0.3751
07:30:34 0.3749 0.374108:00:37 0.3753 0.3745
06:30:30 0.3740 0.373207:00:32 0.3745 0.3737
05:30:25 0.3730 0.372206:00:28 0.3735 0.3727
04:30:21 0.3718 0.371005:00:23 0.3724 0.3716
03:30:16 0.3703 0.369504:00:18 0.3710 0.3702
02:30:12 0.3683 0.367503:00:14 0.3694 0.3686
01:30:07 0.3650 0.364202:00:09 0.3669 0.3661
00:40:03 0.3577 0.356901:00:05 0.3618 0.3610
00:20:02 0.3496 0.3488 0.30650.31650.32650.33650.34650.35650.36650.37650.3865
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 32
37 50.1067 7.321538 50.1333 7.317139 50.1733 7.310440 50.2000 7.305941 50.2400 7.299342 50.2667 7.294843 50.3067 7.288144 50.3200 7.285945 50.3600 7.279246 50.3867 7.274847 50.4133 7.270448 50.4267 7.268149 50.4400 7.265950 50.4667 7.261551 50.4933 7.257052 50.5200 7.252653 50.5333 7.250354 50.5467 7.248155 50.5600 7.245956 50.5867 7.241457 50.6000 7.239258 50.6267 7.234859 50.6400 7.232560 50.6533 7.230321:31:10 0.3807 0.3799
20:31:34 0.3805 0.379721:01:36 0.3806 0.3798
19:31:30 0.3802 0.379420:01:32 0.3803 0.3795
18:31:25 0.3799 0.379119:01:27 0.3800 0.3792
17:31:20 0.3797 0.378918:01:23 0.3798 0.3790
16:31:16 0.3793 0.378517:01:18 0.3795 0.3787
15:31:11 0.3790 0.378216:01:14 0.3791 0.3783
14:31:07 0.3787 0.377915:01:09 0.3789 0.3781
13:31:02 0.3782 0.377414:01:04 0.3785 0.3777
12:30:58 0.3778 0.377013:01:00 0.3781 0.3773
11:30:53 0.3773 0.376512:00:55 0.3776 0.3768
10:30:48 0.3768 0.376011:00:51 0.3771 0.3763
10:00:46 0.3766 0.3758
Page 18 of 32Page 18 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 50.6533 7.23031 50.5733 7.24372 50.5600 7.24593 50.4800 7.25924 50.4533 7.26375 50.4267 7.26816 50.4133 7.27047 50.3200 7.28598 50.2933 7.29049 50.1600 7.3126
10 49.9733 7.343711 49.6933 7.390412 49.3333 7.450513 49.2000 7.472714 48.9067 7.521615 48.7600 7.546116 48.5067 7.5884
00:10:01 0.3665 0.365700:15:01 0.3646 0.3638
00:05:01 0.3698 0.369000:08:01 0.3676 0.3668
00:02:00 0.3735 0.372700:04:01 0.3708 0.3700
00:00:30 0.3770 0.376200:01:00 0.3756 0.3748
00:00:12 0.3782 0.377400:00:15 0.3780 0.3772
00:00:05 0.3790 0.378200:00:06 0.3789 0.3781
00:00:03 0.3794 0.378600:00:04 0.3792 0.3784
00:00:02 0.3800 0.3792
Displacement(in) (in)
00:00:00 0.3807 0.3799
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime
00:00:01 0.3801 0.3793
0.3518
0.3568
0.3618
0.3668
0.3718
0.3768
0.3818
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 19 of 32
16 48.5067 7.588417 48.3467 7.615018 48.0000 7.672919 47.8267 7.701820 47.6667 7.728521 47.5600 7.746222 47.4933 7.757423 47.4267 7.768524 47.3467 7.781825 47.3067 7.788526 47.2667 7.795227 47.2267 7.801828 47.2000 7.806329 47.1733 7.810730 47.1467 7.815231 47.1200 7.819632 47.1067 7.821933 47.0800 7.826334 47.0667 7.828535 47.0533 7.830836 47.0267 7.8352
09:00:41 0.3537 0.352909:30:44 0.3535 0.3527
08:00:37 0.3539 0.353108:30:39 0.3538 0.3530
07:00:32 0.3542 0.353407:30:34 0.3541 0.3533
06:00:28 0.3546 0.353806:30:30 0.3544 0.3536
05:00:23 0.3550 0.354205:30:25 0.3548 0.3540
04:00:19 0.3556 0.354804:30:21 0.3553 0.3545
03:00:14 0.3565 0.355703:30:16 0.3559 0.3551
02:00:09 0.3575 0.356702:30:12 0.3570 0.3562
01:00:05 0.3595 0.358701:30:07 0.3583 0.3575
00:20:02 0.3634 0.362600:40:03 0.3608 0.3600
00:15:01 0.3646 0.3638
0.3518
0.3568
0.3618
0.3668
0.3718
0.3768
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load7Log
Page 19 of 32
37 47.0133 7.837438 47.0133 7.837439 47.0000 7.839640 46.9867 7.841941 46.9733 7.844142 46.9600 7.846343 46.9600 7.846344 46.9467 7.848545 46.9333 7.850846 46.9200 7.853047 46.9200 7.853048 46.9067 7.855249 46.9067 7.855250 46.9067 7.855251 46.8933 7.857452 46.8933 7.857453 46.8800 7.859754 46.8800 7.859755 46.8800 7.859756 46.8667 7.861957 46.8667 7.861958 46.8533 7.864159 46.8533 7.864160 46.8533 7.864161 46.8400 7.866362 46.8400 7.866363 46.8267 7.868664 46.8267 7.868665 46.8267 7.868623:57:27 0.3520 0.3512
23:01:45 0.3520 0.351223:31:48 0.3520 0.3512
22:01:41 0.3521 0.351322:31:43 0.3521 0.3513
21:01:36 0.3522 0.351421:31:38 0.3522 0.3514
20:01:32 0.3523 0.351520:31:34 0.3522 0.3514
19:01:27 0.3524 0.351619:31:29 0.3523 0.3515
18:01:23 0.3524 0.351618:31:25 0.3524 0.3516
17:01:18 0.3525 0.351717:31:20 0.3525 0.3517
16:01:13 0.3526 0.351816:31:16 0.3526 0.3518
15:01:09 0.3527 0.351915:31:11 0.3526 0.3518
14:01:04 0.3528 0.352014:31:06 0.3527 0.3519
13:01:00 0.3530 0.352213:31:02 0.3529 0.3521
12:00:55 0.3531 0.352312:30:57 0.3530 0.3522
11:00:51 0.3533 0.352511:30:53 0.3532 0.3524
10:00:46 0.3534 0.352610:30:48 0.3534 0.3526
Page 20 of 32Page 20 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 46.8267 7.86861 46.7333 7.88412 46.7733 7.87753 46.7467 7.88194 46.7200 7.88635 46.7067 7.88866 46.7067 7.88867 46.6667 7.89528 46.6400 7.89979 46.5600 7.9130
10 46.4400 7.933011 46.2667 7.962012 46.0133 8.004213 45.9200 8.019814 45.6933 8.057615 45.5733 8.077616 45.3200 8.119800:15:01 0.3407 0.3399
00:08:00 0.3435 0.342700:10:00 0.3426 0.3418
00:04:00 0.3459 0.345100:05:00 0.3452 0.3444
00:01:00 0.3491 0.348300:02:00 0.3478 0.3470
00:00:15 0.3506 0.349800:00:30 0.3500 0.3492
00:00:06 0.3511 0.350300:00:12 0.3508 0.3500
00:00:04 0.3512 0.350400:00:05 0.3511 0.3503
00:00:02 0.3516 0.350800:00:03 0.3514 0.3506
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.3513 0.3505
(in)Index Time (in)00:00:00 0.3520 0.3512
0.31300.31800.32300.32800.33300.33800.34300.34800.3530
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 21 of 32
16 45.3200 8.119817 45.1467 8.148818 44.6800 8.226619 44.4000 8.273320 44.1333 8.317821 43.9200 8.353322 43.7600 8.380023 43.6267 8.402324 43.4000 8.440125 43.2667 8.462326 43.1733 8.477927 43.0800 8.493428 42.9733 8.511229 42.8933 8.524630 42.8400 8.533531 42.7733 8.544632 42.6533 8.564633 42.5600 8.580234 42.5200 8.586835 42.4667 8.595736 42.4267 8.602409:30:35 0.3190 0.3182
08:30:30 0.3197 0.318909:00:32 0.3193 0.3185
07:30:26 0.3207 0.319908:00:28 0.3200 0.3192
06:30:24 0.3221 0.321307:00:23 0.3216 0.3208
05:30:24 0.3231 0.322306:00:24 0.3225 0.3217
04:30:20 0.3246 0.323805:00:22 0.3239 0.3231
03:30:16 0.3263 0.325504:00:18 0.3253 0.3245
02:30:11 0.3290 0.328203:00:13 0.3280 0.3272
01:30:06 0.3318 0.331002:00:09 0.3302 0.3294
00:40:03 0.3359 0.335101:00:04 0.3338 0.3330
00:15:01 0.3407 0.339900:20:01 0.3394 0.3386 0.3130
0.31800.32300.32800.33300.33800.34300.34800.3530
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log
Page 21 of 32
37 42.3867 8.609138 42.3467 8.615839 42.3200 8.620240 42.2933 8.624741 42.2667 8.629142 42.2267 8.635843 42.2133 8.638044 42.1867 8.642445 42.1467 8.649146 42.1333 8.651347 42.1067 8.655848 42.0933 8.658049 42.0667 8.662550 42.0533 8.664751 42.0400 8.666952 42.0133 8.671453 42.0000 8.673654 41.9867 8.675855 41.9733 8.678056 41.9600 8.680257 41.9467 8.682558 41.9333 8.684759 41.9200 8.686960 41.9067 8.689161 41.8933 8.691462 41.8800 8.693663 41.8667 8.695864 41.8533 8.698065 41.8267 8.702566 41.8000 8.706967 41.7867 8.709268 41.7733 8.711469 41 7600 8 7136
25:31:45 0.3141 0.313326:01:48 0 3140 0 3132
24:31:42 0.3143 0.313525:01:43 0.3142 0.3134
23:31:38 0.3147 0.313924:01:41 0.3145 0.3137
22:31:34 0.3149 0.314123:01:36 0.3148 0.3140
21:31:29 0.3151 0.314322:01:32 0.3150 0.3142
20:31:25 0.3153 0.314521:01:27 0.3152 0.3144
19:31:20 0.3155 0.314720:01:23 0.3154 0.3146
18:31:16 0.3157 0.314919:01:18 0.3156 0.3148
17:31:11 0.3159 0.315118:01:13 0.3158 0.3150
16:31:07 0.3162 0.315417:01:09 0.3161 0.3153
15:31:02 0.3165 0.315716:01:04 0.3163 0.3155
14:30:57 0.3168 0.316015:01:00 0.3166 0.3158
13:30:53 0.3172 0.316414:00:55 0.3169 0.3161
12:30:48 0.3175 0.316713:00:51 0.3174 0.3166
11:30:44 0.3180 0.317212:00:46 0.3178 0.3170
10:30:39 0.3184 0.317611:00:42 0.3182 0.3174
10:00:37 0.3187 0.3179
Page 22 of 32
69 41.7600 8.713670 41.7467 8.715871 41.7333 8.718172 41.7200 8.720373 41.7067 8.722574 41.6933 8.724775 41.6933 8.724776 41.6800 8.726977 41.6667 8.729278 41.6667 8.729279 41.6533 8.731480 41.6400 8.733681 41.6400 8.7336
31:32:13 0.3131 0.312331:36:07 0.3131 0.3123
30:32:08 0.3133 0.312531:02:10 0.3132 0.3124
29:32:04 0.3134 0.312630:02:06 0.3133 0.3125
28:31:59 0.3135 0.312729:02:01 0.3135 0.3127
27:31:54 0.3137 0.312928:01:57 0.3136 0.3128
26:31:50 0.3139 0.313127:01:52 0.3138 0.3130
26:01:48 0.3140 0.3132
Page 22 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 41.6400 8.73361 41.6933 8.72472 41.7333 8.71813 41.7600 8.71364 41.7733 8.71145 41.7867 8.70926 41.8000 8.70697 41.8667 8.69588 41.8933 8.69149 42.0000 8.6736
10 42.1467 8.649111 42.3467 8.615812 42.6267 8.569113 42.7200 8.553514 42.9333 8.517915 43.0267 8.502316 43.1733 8.477900:15:01 0.3246 0.3238
00:08:00 0.3228 0.322000:10:00 0.3235 0.3227
00:04:00 0.3205 0.319700:05:00 0.3212 0.3204
00:01:00 0.3169 0.316100:02:00 0.3184 0.3176
00:00:15 0.3150 0.314200:00:30 0.3158 0.3150
00:00:06 0.3143 0.313500:00:12 0.3148 0.3140
00:00:05 0.3142 0.3134
00:00:02 0.3138 0.313000:00:03 0.3140 0.3132
00:00:01 0.3135 0.3127
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)
00:00:04 0.3141 0.3133
Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
00:00:00 0.3131 0.3123
0.3130
0.3180
0.3230
0.3280
0.3330
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 32
16 43.1733 8.477917 43.2800 8.460118 43.4533 8.431219 43.5200 8.420120 43.5867 8.408921 43.6400 8.400022 43.6667 8.395623 43.6933 8.391224 43.7200 8.386725 43.7333 8.384526 43.7467 8.382327 43.7733 8.377828 43.7867 8.375629 43.8000 8.373430 43.8000 8.373431 43.8133 8.371132 43.8267 8.368933 43.8267 8.368934 43.8400 8.366735 43.8400 8.366736 43.8533 8.364509:30:43 0.3297 0.3289
08:30:38 0.3296 0.328809:00:41 0.3296 0.3288
07:30:34 0.3295 0.328708:00:36 0.3295 0.3287
06:30:29 0.3293 0.328507:00:32 0.3294 0.3286
05:30:25 0.3292 0.328406:00:27 0.3293 0.3285
04:30:20 0.3289 0.328105:00:22 0.3291 0.3283
03:30:16 0.3287 0.327904:00:18 0.3288 0.3280
02:30:11 0.3283 0.327503:00:13 0.3285 0.3277
01:30:06 0.3277 0.326902:00:09 0.3281 0.3273
00:40:03 0.3267 0.325901:00:04 0.3272 0.3264
00:15:01 0.3246 0.323800:20:01 0.3254 0.3246 0.3132
0.31520.31720.31920.32120.32320.32520.32720.32920.3312
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 32
37 43.8667 8.362238 43.8667 8.362239 43.8667 8.362240 43.8800 8.360041 43.8800 8.360042 43.8800 8.360043 43.8933 8.357844 43.8933 8.357845 43.9067 8.355646 43.9067 8.355647 43.9067 8.355648 43.9067 8.355649 43.9067 8.355650 43.9200 8.353351 43.9200 8.353352 43.9200 8.353317:23:16 0.3302 0.3294
16:31:15 0.3302 0.329417:01:17 0.3302 0.3294
15:31:11 0.3301 0.329316:01:13 0.3301 0.3293
14:31:06 0.3301 0.329315:01:08 0.3301 0.3293
13:31:01 0.3300 0.329214:01:04 0.3301 0.3293
12:30:57 0.3299 0.329113:00:59 0.3300 0.3292
11:30:52 0.3299 0.329112:00:55 0.3299 0.3291
10:30:48 0.3298 0.329011:00:50 0.3298 0.3290
10:00:45 0.3298 0.3290
Page 24 of 32Page 24 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 43.9200 8.35331 44.0267 8.33562 44.0533 8.33113 44.0800 8.32674 44.1067 8.32225 44.1200 8.32006 44.1333 8.31787 44.2133 8.30448 44.2533 8.29789 44.3733 8.2777
10 44.5467 8.248811 44.7867 8.208812 45.1200 8.153213 45.2533 8.131014 45.5200 8.086515 45.6533 8.064316 45.8800 8.026400:15:01 0.3449 0.3441
00:08:00 0.3422 0.341400:10:00 0.3432 0.3424
00:04:00 0.3392 0.338400:05:00 0.3402 0.3394
00:01:00 0.3349 0.334100:02:00 0.3367 0.3359
00:00:15 0.3327 0.331900:00:30 0.3336 0.3328
00:00:06 0.3318 0.331000:00:12 0.3324 0.3316
00:00:04 0.3316 0.330800:00:05 0.3317 0.3309
00:00:02 0.3312 0.330400:00:03 0.3314 0.3306
00:00:01
Displacement(in)
Settlement(in)
0.3310 0.330200:00:00 0.3302 0.3294
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
0.3302
0.3352
0.3402
0.3452
0.3502
0.3552
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 32
16 45.8800 8.026417 46.0267 8.002018 46.3067 7.955319 46.4667 7.928620 46.6133 7.904121 46.6933 7.890822 46.7467 7.881923 46.8000 7.873024 46.8400 7.866325 46.8800 7.859726 46.8933 7.8574
Tested By: Checked By:04:15:07 0.3525 0.3517
03:30:15 0.3521 0.351304:00:18 0.3524 0.3516
02:30:11 0.3514 0.350603:00:13 0.3518 0.3510
01:30:06 0.3504 0.349602:00:09 0.3510 0.3502
00:40:03 0.3481 0.347301:00:04 0.3493 0.3485
00:15:01 0.3449 0.344100:20:01 0.3460 0.3452 0.3310
0.3360
0.3410
0.3460
0.3510
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 46.8933 7.85741 47.0267 7.83522 47.0933 7.82413 47.1333 7.81744 47.1600 7.81305 47.1867 7.80856 47.2133 7.80417 47.3200 7.78638 47.3733 7.77749 47.5467 7.7485
10 47.7867 7.708411 48.1600 7.646212 48.6400 7.566113 48.8267 7.535014 49.2533 7.463815 49.4667 7.428216 49.8400 7.366000:15:01 0.3746 0.3738
00:08:00 0.3702 0.369400:10:01 0.3718 0.3710
00:04:00 0.3656 0.364800:05:00 0.3670 0.3662
00:01:00 0.3592 0.358400:02:00 0.3620 0.3612
00:00:15 0.3561 0.355300:00:30 0.3574 0.3566
00:00:06 0.3549 0.354100:00:12 0.3557 0.3549
00:00:04 0.3545 0.353700:00:05 0.3547 0.3539
00:00:02 0.3540 0.353200:00:03 0.3543 0.3535
00:00:01 0.3535 0.3527
(in) (in)Time
00:00:00 0.3525 0.3517
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Index
0.3526
0.3576
0.3626
0.3676
0.3726
0.3776
0.3826
0.3876
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 32
16 49.8400 7.366017 50.0800 7.325918 50.4933 7.257019 50.7067 7.221420 50.8933 7.190321 51.0267 7.168122 51.1200 7.152523 51.1733 7.1436
Tested By: Checked By:
02:30:11 0.3842 0.383402:48:10 0.3846 0.3838
01:30:07 0.3825 0.381702:00:09 0.3835 0.3827
00:40:03 0.3795 0.378701:00:04 0.3811 0.3803
00:15:01 0.3746 0.373800:20:01 0.3764 0.3756
0.35250.35750.36250.36750.37250.37750.38250.3875
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 51.1733 7.14361 51.4133 7.10362 51.4800 7.09243 51.5333 7.08364 51.5867 7.07475 51.6133 7.07026 51.6533 7.06357 51.8133 7.03698 51.8800 7.02579 52.1333 6.9835
10 52.4933 6.923411 52.9867 6.841212 53.6933 6.723313 53.9733 6.676614 54.6267 6.567615 54.9867 6.507616 55.6533 6.396400:15:01 0.4182 0.4174
00:08:00 0.4105 0.409700:10:00 0.4132 0.4124
00:04:00 0.4035 0.402700:05:00 0.4056 0.4048
00:01:00 0.3945 0.393700:02:00 0.3982 0.3974
00:00:14 0.3899 0.389100:00:30 0.3918 0.3910
00:00:05 0.3882 0.387400:00:11 0.3894 0.3886
00:00:04 0.3879 0.3871
00:00:01 0.3869 0.386100:00:02 0.3873 0.3865
00:00:00 0.3846 0.383800:00:00 0.3864 0.3856
00:00:03 0.3877 0.3869
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement Settlement(in) (in)
0.38560.3956
0.40560.4156
0.4256
0.43560.4456
0.4556
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 32
16 55.6533 6.396417 56.1467 6.314118 57.2400 6.131819 57.7733 6.042820 58.2133 5.969421 58.4800 5.924922 58.6533 5.896023 58.7867 5.873824 58.8933 5.856025 58.9733 5.842726 59.0533 5.829327 59.1200 5.818228 59.1733 5.809329 59.2400 5.798230 59.2800 5.791531 59.3200 5.784832 59.3600 5.778233 59.4000 5.771534 59.4267 5.767135 59.4667 5.760436 59.4933 5.755909:30:43 0.4470 0.4462
08:30:38 0.4465 0.445709:00:41 0.4468 0.4460
07:30:34 0.4460 0.445208:00:36 0.4463 0.4455
06:30:29 0.4454 0.444607:00:31 0.4457 0.4449
05:30:25 0.4446 0.443806:00:27 0.4451 0.4443
04:30:20 0.4437 0.442905:00:22 0.4442 0.4434
03:30:15 0.4425 0.441704:00:18 0.4431 0.4423
02:30:11 0.4407 0.439903:00:13 0.4417 0.4409
01:30:06 0.4374 0.436602:00:09 0.4394 0.4386
00:40:02 0.4301 0.429301:00:04 0.4341 0.4333
00:15:01 0.4182 0.417400:20:01 0.4219 0.4211 0.3855
0.3955
0.4055
0.4155
0.4255
0.4355
0.4455
0.4555
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 32
37 59.5200 5.751538 59.5467 5.747039 59.5733 5.742640 59.5867 5.740441 59.6133 5.735942 59.6267 5.733743 59.6533 5.729244 59.6667 5.727045 59.6933 5.722646 59.7067 5.720447 59.7067 5.720448 59.7333 5.715949 59.7467 5.713750 59.7600 5.711551 59.7733 5.709252 59.8000 5.704853 59.8133 5.702654 59.8133 5.702655 59.8267 5.700356 59.8400 5.698157 59.8667 5.693758 59.8800 5.691459 59.8933 5.689260 59.9067 5.687061 59.9067 5.687062 59.9200 5.684863 59.9333 5.682664 59.9333 5.682665 59.9467 5.680366 59.9600 5.678167 59.9733 5.675968 59.9733 5.675925:12:01 0.4506 0.4498
24:31:51 0.4505 0.449725:01:54 0.4506 0.4498
23:31:47 0.4503 0.449524:01:49 0.4504 0.4496
22:31:42 0.4502 0.449423:01:44 0.4503 0.4495
21:31:38 0.4501 0.449322:01:40 0.4501 0.4493
20:31:33 0.4499 0.449121:01:35 0.4500 0.4492
19:31:29 0.4496 0.448820:01:31 0.4498 0.4490
18:31:24 0.4494 0.448619:01:26 0.4495 0.4487
17:31:19 0.4493 0.448518:01:22 0.4494 0.4486
16:31:15 0.4490 0.448217:01:17 0.4491 0.4483
15:31:10 0.4488 0.448016:01:13 0.4489 0.4481
14:31:06 0.4486 0.447815:01:08 0.4486 0.4478
13:31:01 0.4483 0.447514:01:03 0.4485 0.4477
12:30:57 0.4480 0.447213:00:59 0.4482 0.4474
11:30:52 0.4477 0.446912:00:54 0.4479 0.4471
10:30:47 0.4474 0.446611:00:50 0.4476 0.4468
10:00:45 0.4472 0.4464
Page 28 of 32Page 28 of 32
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 59.9733 5.67591 60.1733 5.64252 60.2400 5.63143 60.2933 5.62254 60.3333 5.61585 60.3467 5.61366 60.3733 5.60927 60.5067 5.58698 60.5467 5.58039 60.7333 5.5491
10 60.9733 5.509111 61.4000 5.437912 61.8933 5.355713 62.0800 5.324514 62.5467 5.246715 62.8000 5.204416 63.2933 5.1221
00:10:01 0.4718 0.471000:15:01 0.4755 0.4747
00:05:00 0.4664 0.465600:08:01 0.4699 0.4691
00:02:00 0.4613 0.460500:04:00 0.4650 0.4642
00:00:30 0.4563 0.455500:01:00 0.4581 0.4573
00:00:12 0.4546 0.453800:00:15 0.4549 0.4541
00:00:05 0.4534 0.452600:00:06 0.4536 0.4528
00:00:03 0.4530 0.452200:00:04 0.4533 0.4525
00:00:02 0.4526 0.4518
Settlement(in) (in)
00:00:00 0.4506 0.4498
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Index Time Displacement
00:00:01 0.4521 0.4513
0.4514
0.4614
0.4714
0.4814
0.4914
0.5014
0.5114
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 32
16 63.2933 5.122117 63.6667 5.059918 64.5333 4.915319 64.9733 4.841920 65.3467 4.779721 65.5600 4.744122 65.7200 4.717423 65.8267 4.699624 65.9200 4.684125 66.0000 4.670726 66.0667 4.659627 66.1200 4.650728 66.1733 4.641829 66.2133 4.635130 66.2533 4.628531 66.2933 4.621832 66.3200 4.617333 66.3467 4.612934 66.3733 4.608435 66.4133 4.601836 66.4267 4.5996
09:00:41 0.4989 0.498109:30:43 0.4990 0.4982
08:00:36 0.4984 0.497608:30:38 0.4986 0.4978
07:00:32 0.4980 0.497207:30:34 0.4982 0.4974
06:00:27 0.4974 0.496606:30:29 0.4977 0.4969
05:00:22 0.4967 0.495905:30:25 0.4971 0.4963
04:00:18 0.4958 0.495004:30:20 0.4963 0.4955
03:00:13 0.4945 0.493703:30:16 0.4952 0.4944
02:00:09 0.4925 0.491702:30:11 0.4937 0.4929
01:00:05 0.4881 0.487301:30:07 0.4909 0.4901
00:20:02 0.4783 0.477500:40:03 0.4848 0.4840
00:15:01 0.4755 0.4747
0.4525
0.4625
0.4725
0.4825
0.4925
0.5025
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 32
37 66.4533 4.595138 66.4667 4.592939 66.4933 4.588440 66.5200 4.584041 66.5333 4.581842 66.5467 4.579543 66.5600 4.577344 66.5867 4.572945 66.6000 4.570646 66.6133 4.568447 66.6267 4.566248 66.6400 4.564049 66.6533 4.561750 66.6667 4.559551 66.6800 4.557352 66.6933 4.555153 66.7067 4.552954 66.7200 4.550655 66.7333 4.548456 66.7467 4.546257 66.7467 4.546258 66.7600 4.544059 66.7733 4.541760 66.7867 4.539561 66.7867 4.539521:38:15 0.5017 0.5009
21:01:36 0.5016 0.500821:31:38 0.5017 0.5009
20:01:31 0.5014 0.500620:31:33 0.5015 0.5007
19:01:26 0.5013 0.500519:31:29 0.5014 0.5006
18:01:22 0.5011 0.500318:31:24 0.5012 0.5004
17:01:17 0.5009 0.500117:31:20 0.5010 0.5002
16:01:13 0.5007 0.499916:31:15 0.5008 0.5000
15:01:08 0.5005 0.499715:31:10 0.5006 0.4998
14:01:04 0.5003 0.499514:31:06 0.5004 0.4996
13:00:59 0.5000 0.499213:31:01 0.5002 0.4994
12:00:54 0.4998 0.499012:30:57 0.4999 0.4991
11:00:50 0.4995 0.498711:30:52 0.4997 0.4989
10:00:45 0.4992 0.498410:30:48 0.4993 0.4985
Page 30 of 32Page 30 of 32
Project: LA-16 Non-Rock Demo Project Number: 10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP2-30 Peat (PT)Depth: 20 - 22 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 66.7867 4.53951 67.0400 4.49732 67.0667 4.49283 67.1067 4.48614 67.1333 4.48175 67.1467 4.47956 67.1600 4.47727 67.2533 4.46178 67.2800 4.45729 67.4133 4.4350
10 67.5867 4.406111 67.8400 4.363812 68.2000 4.303813 68.3467 4.279314 68.6933 4.221515 68.8667 4.192616 69.2400 4.130300:15:01 0.5201 0.5193
00:08:00 0.5160 0.515200:10:01 0.5173 0.5165
00:04:00 0.5123 0.511500:05:00 0.5134 0.5126
00:01:00 0.5077 0.506900:02:00 0.5096 0.5088
00:00:15 0.5054 0.504600:00:30 0.5064 0.5056
00:00:06 0.5045 0.503700:00:12 0.5052 0.5044
00:00:04 0.5043 0.503500:00:05 0.5044 0.5036
Consolidation Test Results(Sequence 14) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results
00:00:02 0.5038 0.503000:00:03 0.5041 0.5033
(Sequence 14) Load 8.000 tsf
TimeIndex
00:00:00 0.5017 0.500900:00:01 0.5036 0.5028
(in) (in)
0.50280.50780.51280.51780.52280.52780.53280.53780.54280.5478
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load14Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 31 of 32
16 69.2400 4.130317 69.5200 4.083618 70.2000 3.970219 70.5600 3.910220 70.8533 3.861221 71.0400 3.830122 71.1600 3.810123 71.2533 3.794524 71.3200 3.783425 71.3867 3.772326 71.4267 3.765627 71.4800 3.756728 71.5200 3.750129 71.5600 3.743430 71.5867 3.738931 71.6133 3.734532 71.6400 3.730033 71.6667 3.725634 71.6933 3.721135 71.7200 3.716736 71.7333 3.714509:30:43 0.5388 0.5380
08:30:38 0.5385 0.537709:00:41 0.5387 0.5379
07:30:34 0.5381 0.537308:00:36 0.5383 0.5375
06:30:29 0.5377 0.536907:00:32 0.5379 0.5371
05:30:25 0.5372 0.536406:00:27 0.5375 0.5367
04:30:20 0.5365 0.535705:00:23 0.5369 0.5361
03:30:16 0.5357 0.534904:00:18 0.5362 0.5354
02:30:11 0.5345 0.533703:00:14 0.5352 0.5344
01:30:07 0.5322 0.531402:00:09 0.5336 0.5328
00:40:03 0.5273 0.526501:00:04 0.5300 0.5292
00:15:01 0.5201 0.519300:20:01 0.5222 0.5214 0.5030
0.50800.51300.51800.52300.52800.53300.53800.5430
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 31 of 32
37 71.7467 3.712338 71.7600 3.710039 71.7867 3.705640 71.8000 3.703441 71.8133 3.701142 71.8267 3.698943 71.8400 3.696744 71.8533 3.694545 71.8667 3.692246 71.8800 3.690047 71.8933 3.687848 71.8933 3.687849 71.9067 3.685650 71.9333 3.681151 71.9333 3.6811
16:31:15 0.5403 0.539516:46:45 0.5403 0.5395
15:31:10 0.5400 0.539216:01:13 0.5401 0.5393
14:31:06 0.5399 0.539115:01:08 0.5400 0.5392
13:31:01 0.5397 0.538914:01:04 0.5398 0.5390
12:30:57 0.5395 0.538713:00:59 0.5396 0.5388
11:30:52 0.5393 0.538512:00:55 0.5394 0.5386
10:30:48 0.5390 0.538211:00:50 0.5392 0.5384
10:00:45 0.5389 0.5381
Page 32 of 32Page 32 of 32
Consolidation TestTest Results
4.08
9.08
14.08
19.08
24.08
Stra
in (%
)
Before After Liquid Limits: 48 Test Date: 26 May 1142.31 29.20 Plastic Limits: 25
Dry Density (pcf): 78.41 110.69 Plasticity Index (%): 23Saturation (%): 102.12 160.31Void Ratio: 1.0834 0.5179 Specific Gravity: 2.619 MeasuredSample Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 27 - 29 feet Remarks:Sample Number: Boring Number: BHSP-BP4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
24.08
29.080.010 0.100 1.000 10.000 100.000
Pressure (tsf)
Consolidation TestTest Results
0.6164
0.7164
0.8164
0.9164
1.0164
1.1164
Void
Rat
io
Before After Liquid Limits: 48 Test Date: 26 May 1142.31 29.20 Plastic Limits: 25
Dry Density (pcf): 78.41 110.69 Plasticity Index (%): 23Saturation (%): 102.12 160.31Void Ratio: 1.0834 0.5179 Specific Gravity: 2.619 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 27 - 29 feet Remarks:Sample Number: Boring Number: BHSP-BP4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.5164
0.6164
0.01 0.10 1.00 10.00 100.00Pressure (tsf)
Consolidation TestTest Results
200.0000
400.0000
600.0000
800.0000
1000.0000
1200.0000
1400.0000
1600.0000
1800.0000
2000.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 48 Test Date: 26 May 1142.31 29.20 Plastic Limits: 25
Dry Density (pcf): 78.41 110.69 Plasticity Index (%): 23Saturation (%): 102.12 160.31Void Ratio: 1.0834 0.5179 Specific Gravity: 2.619 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 27 - 29 feet Remarks:Sample Number: Boring Number: BHSP-BP4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
200.0000
0.01 0.10 1.00 10.00 100.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
160.0000
180.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 48 Test Date: 26 May 1142.31 29.20 Plastic Limits: 25
Dry Density (pcf): 78.41 110.69 Plasticity Index (%): 23Saturation (%): 102.12 160.31Void Ratio: 1.0834 0.5179 Specific Gravity: 2.619 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 27 - 29 feet Remarks:Sample Number: Boring Number: BHSP-BP4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
20.0000
0.01 0.10 1.00 10.00 100.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.5464001Ymax
Consolidation TestTest Results
0.586
0.606
0.626
0.646
0.666
0.686
0.706
0.726
0.746
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 48 Test Date: 26 May 1142.31 29.20 Plastic Limits: 25
Dry Density (pcf): 78.41 110.69 Plasticity Index (%): 23Saturation (%): 102.12 160.31Void Ratio: 1.0834 0.5179 Specific Gravity: 2.619 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 27 - 29 feet Remarks:Sample Number: Boring Number: BHSP-BP4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.546
0.566
0.586
0.010 0.100 1.000 10.000 100.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-B
P4-30C
lay with silt (C
L)D
epth:27 - 29 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:26 M
ay 11
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.38970.00
1.08140.000
0.0000.000
0.0000.063
0.03060.7194
0.35914.08
0.99654.020
1.85199.616
50.2510.125
0.04090.7091
0.34885.45
0.96793.866
2.848100.634
31.7330.250
0.05290.6971
0.33687.05
0.93461.161
1.213323.863
71.9960.500
0.06750.6825
0.32229.00
0.89410.193
0.8441868.604
99.1921.000
0.08820.6618
0.301511.76
0.83660.403
0.505840.561
155.9872.000
0.11380.6362
0.275915.17
0.76560.997
0.650314.051
111.9730.500
0.10910.6409
0.280614.55
0.77860.000
0.0000.000
0.0001.000
0.11130.6387
0.278414.84
0.77250.675
2.304467.998
31.8312.000
0.11670.6333
0.273015.56
0.75752.219
7.524139.845
9.5834.000
0.14180.6082
0.247918.91
0.68791.095
0.980261.414
67.8818.000
0.16900.5810
0.220722.53
0.61240.913
0.588285.995
103.27616.000
0.20360.5464
0.186127.15
0.51640.750
0.889307.910
60.374Predicted value indicated w
ith *12 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Sample Number: Sample Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 48.0000 Initial Void Ratio: 1.0834 Initial Height (in): 0.7500Plastic Limit: 25.0000 Plasticity Index (%): 23.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.6190 Weight of Ring (g): 234.8400
Measured
Void RatioSaturation (%)
Dry Density (pcf)
107.5988.3722.55
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 29.20
139.35104.6222.5342.31
0.5179
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
160.31110.69
1.0834102.1278.41
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:26 M
ay 11T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-B
P4-30C
lay with silt (C
L)D
epth:27 - 29 feet
Rem
arks:Sam
ple Type:
Undisturbed
Axial Strain
Void R
atio(%
)0
0.00001.0834
10.8667
1.06542
1.10671.0604
31.1867
1.05874
1.20001.0584
51.2533
1.05736
1.29331.0565
71.4133
1.05408
1.49331.0523
91.7467
1.047110
2.06671.0404
112.4933
1.031512
3.00001.0209
133.1600
1.017614
3.45331.0115
153.5733
1.009016
3.74671.0054
00:10:010.0277
0.026800:15:01
0.02900.0281
00:05:000.0246
0.023700:08:00
0.02680.0259
00:02:000.0196
0.018700:04:00
0.02340.0225
00:00:300.0140
0.013100:01:00
0.01640.0155
00:00:120.0115
0.010600:00:15
0.01210.0112
00:00:050.0103
0.009400:00:06
0.01060.0097
00:00:030.0098
0.008900:00:04
0.00990.0090
00:00:010.0074
0.006500:00:02
0.00920.0083
0.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.063 tsf
Consolidation T
est Results
(Sequence 1) Load 0.063 tsf
Settlement
(in)T
ime
Displacem
ent(in)
00:00:000.0009
0.0072
0.0122
0.0172
0.0222
0.0272
0.0322
0.02.0
4.06.0
8.010.0
12.014.0
16.018.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0082
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 26
173.8267
1.003718
3.93331.0015
193.9733
1.000720
4.00001.0001
214.0267
0.999522
4.04000.9993
234.0533
0.999024
4.06670.9987
254.0667
0.998726
4.08000.9984
274.0800
0.9984T
ested By:
Checked B
y:04:48:42
0.03150.0306
04:00:180.0314
0.030504:30:20
0.03150.0306
03:00:130.0313
0.030403:30:16
0.03140.0305
02:00:090.0311
0.030202:30:11
0.03120.0303
01:00:040.0307
0.029801:30:07
0.03090.0300
00:20:010.0296
0.028700:40:03
0.03040.0295
0.0082
0.0132
0.0182
0.0232
0.0282
0.03320.101.00
10.00100.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 4.0800 0.99841 4.1600 0.99682 4.1867 0.99623 4.2000 0.99594 4.2133 0.99575 4.2400 0.99516 4.2533 0.99487 4.2933 0.99408 4.3200 0.99349 4.4000 0.9918
10 4.5067 0.989511 4.6533 0.986512 4.8133 0.983213 4.8400 0.982614 4.9333 0.980715 5.0000 0.979316 5.0400 0.9784
00:10:01 0.0384 0.037500:15:01 0.0387 0.0378
00:05:00 0.0372 0.036300:08:01 0.0379 0.0370
00:02:00 0.0358 0.034900:04:00 0.0370 0.0361
00:00:30 0.0339 0.033000:01:00 0.0347 0.0338
00:00:12 0.0331 0.032200:00:15 0.0333 0.0324
00:00:05 0.0327 0.031800:00:06 0.0328 0.0319
00:00:03 0.0324 0.031500:00:04 0.0325 0.0316
00:00:02 0.0323 0.0314
Settlement(in)
Displacement
00:00:00 0.0315 0.0306
Index
Consolidation Test Results(Sequence 2) Load 0.125 tsf
Consolidation Test Results(Sequence 2) Load 0.125 tsf
(in)Time
00:00:01 0.0321 0.0312
0.0316
0.0336
0.0356
0.0376
0.0396
0.0416
0.0436
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 26
17 5.0933 0.977318 5.1733 0.975719 5.2267 0.974520 5.2533 0.974021 5.2800 0.973422 5.3067 0.972923 5.3333 0.972324 5.3467 0.972025 5.3467 0.972026 5.3600 0.971827 5.3600 0.971828 5.3600 0.971829 5.3600 0.971830 5.3733 0.971531 5.3733 0.971532 5.3867 0.971233 5.4000 0.970934 5.4000 0.970935 5.4133 0.970736 5.4133 0.9707
09:00:41 0.0415 0.040609:30:43 0.0415 0.0406
08:00:37 0.0414 0.040508:30:39 0.0414 0.0405
07:00:32 0.0412 0.040307:30:34 0.0413 0.0404
06:00:27 0.0411 0.040206:30:30 0.0412 0.0403
05:00:23 0.0411 0.040205:30:25 0.0411 0.0402
04:00:18 0.0410 0.040104:30:21 0.0411 0.0402
03:00:14 0.0409 0.040003:30:16 0.0410 0.0401
02:00:09 0.0405 0.039602:30:12 0.0407 0.0398
01:00:05 0.0401 0.039201:30:07 0.0403 0.0394
00:20:02 0.0391 0.038200:40:03 0.0397 0.0388
0.0322
0.0342
0.0362
0.0382
0.0402
0.0422
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 26
37 5.4133 0.970738 5.4267 0.970439 5.4267 0.970440 5.4267 0.970441 5.4400 0.970142 5.4400 0.970143 5.4400 0.970144 5.4400 0.970145 5.4533 0.969846 5.4533 0.969847 5.4533 0.969848 5.4533 0.969849 5.4533 0.969850 5.4533 0.969851 5.4533 0.969852 5.4533 0.969853 5.4533 0.969817:40:37 0.0418 0.0409
17:01:18 0.0418 0.040917:31:20 0.0418 0.0409
16:01:13 0.0418 0.040916:31:15 0.0418 0.0409
15:01:09 0.0418 0.040915:31:11 0.0418 0.0409
14:01:04 0.0418 0.040914:31:06 0.0418 0.0409
13:00:59 0.0417 0.040813:31:02 0.0417 0.0408
12:00:55 0.0417 0.040812:30:57 0.0417 0.0408
11:00:50 0.0416 0.040711:30:53 0.0416 0.0407
10:00:46 0.0415 0.040610:30:48 0.0416 0.0407
Page 10 of 26Page 10 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 5.4533 0.96981 5.5600 0.96762 5.6000 0.96683 5.6400 0.96594 5.6667 0.96545 5.6800 0.96516 5.6800 0.96517 5.7867 0.96298 5.8267 0.96209 5.9467 0.9595
10 6.0933 0.956511 6.2533 0.953212 6.4133 0.949813 6.4667 0.948714 6.5467 0.947015 6.6133 0.945716 6.6533 0.944800:15:01 0.0508 0.0499
00:08:01 0.0500 0.049100:10:01 0.0505 0.0496
00:04:01 0.0490 0.048100:05:01 0.0494 0.0485
00:01:00 0.0466 0.045700:02:00 0.0478 0.0469
00:00:15 0.0446 0.043700:00:30 0.0455 0.0446
00:00:06 0.0435 0.042600:00:12 0.0443 0.0434
00:00:04 0.0434 0.042500:00:05 0.0435 0.0426
00:00:02 0.0429 0.042000:00:03 0.0432 0.0423
00:00:01 0.0426 0.0417
Consolidation Test Results(Sequence 3) Load 0.250 tsf
(in)Settlement
(in)00:00:00 0.0418 0.0409
Index
Consolidation Test Results(Sequence 3) Load 0.250 tsf
Time Displacement
0.0418
0.0438
0.0458
0.0478
0.0498
0.0518
0.0538
0.0558
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
17 6.7200 0.943418 6.8000 0.941819 6.8533 0.940720 6.8933 0.939821 6.9333 0.939022 6.9600 0.938423 6.9867 0.937924 7.0267 0.937025 7.0400 0.936826 7.0533 0.936527 7.0533 0.9365
Tested By: Checked By:
04:30:21 0.0538 0.052904:47:33 0.0538 0.0529
03:30:16 0.0536 0.052704:00:19 0.0537 0.0528
02:30:12 0.0531 0.052203:00:14 0.0533 0.0524
01:30:07 0.0526 0.051702:00:09 0.0529 0.0520
00:40:03 0.0519 0.051001:00:05 0.0523 0.0514
00:20:02 0.0513 0.0504 0.0432
0.0452
0.0472
0.0492
0.0512
0.0532
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.0533 0.93651 7.1200 0.93512 7.2933 0.93153 7.3733 0.92984 7.3867 0.92955 7.4400 0.92846 7.4800 0.92767 7.6000 0.92518 7.6533 0.92409 7.8133 0.9207
10 8.0267 0.916211 8.2533 0.911512 8.4667 0.907013 8.5467 0.905414 8.6533 0.903215 8.6800 0.902616 8.7600 0.900900:15:01 0.0666 0.0657
00:08:01 0.0658 0.064900:10:01 0.0660 0.0651
00:04:00 0.0644 0.063500:05:01 0.0650 0.0641
00:01:00 0.0611 0.060200:02:00 0.0628 0.0619
00:00:15 0.0583 0.057400:00:30 0.0595 0.0586
00:00:06 0.0570 0.056100:00:12 0.0579 0.0570
00:00:04 0.0563 0.055400:00:05 0.0567 0.0558
00:00:02 0.0556 0.054700:00:03 0.0562 0.0553
00:00:00 0.0538 0.052900:00:01 0.0543 0.0534
Index
Consolidation Test Results(Sequence 4) Load 0.500 tsf
Consolidation Test Results(Sequence 4) Load 0.500 tsf
Time Displacement(in)
Settlement(in)
0.05280.05480.05680.05880.06080.06280.06480.06680.0688
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 26
17 8.8000 0.900118 8.8933 0.898219 8.9733 0.896520 9.0000 0.8959
Tested By: Checked By:01:11:19 0.0684 0.0675
00:40:03 0.0676 0.066701:00:04 0.0682 0.0673
00:20:01 0.0669 0.0660 0.0560
0.0580
0.0600
0.0620
0.0640
0.0660
0.0680
0.10 1.00 10.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 9.0000 0.89591 9.3067 0.88952 9.4533 0.88653 9.5200 0.88514 9.6000 0.88345 9.6400 0.88266 9.7067 0.88127 9.9067 0.87708 9.9600 0.87599 10.2533 0.8698
10 10.5733 0.863211 10.8667 0.857012 11.1067 0.852013 11.1600 0.850914 11.2800 0.848415 11.3200 0.847616 11.4000 0.845900:15:01 0.0864 0.0855
00:08:01 0.0855 0.084600:10:01 0.0858 0.0849
00:04:01 0.0842 0.083300:05:01 0.0846 0.0837
00:01:00 0.0802 0.079300:02:01 0.0824 0.0815
00:00:15 0.0756 0.074700:00:30 0.0778 0.0769
00:00:06 0.0737 0.072800:00:12 0.0752 0.0743
00:00:04 0.0729 0.072000:00:05 0.0732 0.0723
00:00:02 0.0718 0.070900:00:03 0.0723 0.0714
00:00:00 0.0684 0.067500:00:01 0.0707 0.0698
Consolidation Test Results(Sequence 5) Load 1.000 tsf
Consolidation Test Results(Sequence 5) Load 1.000 tsf
Index Time (in)SettlementDisplacement
(in)
0.0688
0.0738
0.0788
0.0838
0.0888
0.0 2.0 4.0 6.0 8.0 10.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 26
17 11.4400 0.845118 11.5467 0.842919 11.6267 0.841220 11.7200 0.839321 11.7600 0.8384
Tested By: Checked By:
00:40:03 0.0875 0.0866
01:48:38 0.0891 0.0882
01:00:05 0.0881 0.087201:30:07 0.0888 0.0879
00:20:02 0.0867 0.0858 0.0708
0.0758
0.0808
0.0858
0.09080.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 11.7600 0.83841 12.2800 0.82762 12.4000 0.82513 12.5067 0.82294 12.6000 0.82095 12.6667 0.81956 12.7200 0.81847 12.9467 0.81378 13.0400 0.81189 13.3467 0.8054
10 13.6533 0.799011 13.9467 0.792912 14.1867 0.787913 14.2267 0.787014 14.3467 0.784515 14.4133 0.783116 14.4933 0.781500:15:01 0.1096 0.1087
00:08:01 0.1085 0.107600:10:01 0.1090 0.1081
00:04:00 0.1073 0.106400:05:00 0.1076 0.1067
00:01:00 0.1033 0.102400:02:00 0.1055 0.1046
00:00:15 0.0987 0.097800:00:30 0.1010 0.1001
00:00:06 0.0963 0.095400:00:12 0.0980 0.0971
00:00:05 0.0959 0.0950
00:00:02 0.0939 0.093000:00:03 0.0947 0.0938
00:00:01 0.0930 0.0921
Consolidation Test Results(Sequence 6) Load 2.000 tsf
Displacement(in)
00:00:04 0.0954 0.0945
Index
Consolidation Test Results(Sequence 6) Load 2.000 tsf
Time Settlement(in)
00:00:00 0.0891 0.0882
0.0924
0.0974
0.1024
0.1074
0.1124
0.1174
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 26
17 14.5333 0.780618 14.6533 0.778119 14.7333 0.776520 14.7867 0.775421 14.8400 0.774322 14.8533 0.774023 14.8933 0.773124 14.9200 0.772625 14.9467 0.772026 14.9600 0.771827 14.9600 0.771828 14.9733 0.771529 15.0000 0.770930 15.0267 0.770431 15.0400 0.770132 15.0533 0.769833 15.0533 0.769834 15.0533 0.769835 15.0667 0.769536 15.0667 0.769509:30:43 0.1139 0.1130
08:30:39 0.1138 0.112909:00:41 0.1139 0.1130
07:30:34 0.1138 0.112908:00:37 0.1138 0.1129
06:30:30 0.1136 0.112707:00:32 0.1137 0.1128
05:30:25 0.1132 0.112306:00:28 0.1134 0.1125
04:30:21 0.1131 0.112205:00:23 0.1131 0.1122
03:30:16 0.1128 0.111904:00:18 0.1130 0.1121
02:30:11 0.1123 0.111403:00:14 0.1126 0.1117
01:30:07 0.1118 0.110902:00:09 0.1122 0.1113
00:40:03 0.1108 0.109901:00:05 0.1114 0.1105
00:20:02 0.1099 0.1090 0.0962
0.1012
0.1062
0.1112
0.1162
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 26
37 15.0667 0.769538 15.0800 0.769339 15.0800 0.769340 15.0933 0.769041 15.1067 0.768742 15.1067 0.768743 15.1200 0.768444 15.1200 0.768445 15.1333 0.768146 15.1333 0.768147 15.1467 0.767948 15.1467 0.767949 15.1467 0.767950 15.1600 0.767651 15.1600 0.767652 15.1600 0.767653 15.1600 0.767654 15.1600 0.767655 15.1600 0.767656 15.1733 0.767357 15.1733 0.7673
19:31:29 0.1147 0.113819:47:40 0.1147 0.1138
18:31:24 0.1146 0.113719:01:27 0.1146 0.1137
17:31:20 0.1146 0.113718:01:22 0.1146 0.1137
16:31:15 0.1146 0.113717:01:18 0.1146 0.1137
15:31:11 0.1145 0.113616:01:13 0.1145 0.1136
14:31:06 0.1144 0.113515:01:08 0.1145 0.1136
13:31:02 0.1143 0.113414:01:04 0.1144 0.1135
12:30:57 0.1142 0.113313:00:59 0.1143 0.1134
11:30:53 0.1141 0.113212:00:55 0.1142 0.1133
10:30:48 0.1140 0.113111:00:50 0.1140 0.1131
10:00:46 0.1139 0.1130
Page 15 of 26Page 15 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 15.1733 0.76731 15.0533 0.76982 14.9333 0.77233 14.8933 0.77314 14.8667 0.77375 14.8533 0.77406 14.8533 0.77407 14.7867 0.77548 14.7600 0.77599 14.7333 0.7765
10 14.6800 0.777611 14.6533 0.778112 14.6400 0.778413 14.6400 0.778414 14.6267 0.778715 14.6267 0.778716 14.6267 0.7787
00:10:01 0.1106 0.109700:15:01 0.1106 0.1097
00:05:00 0.1107 0.109800:08:00 0.1106 0.1097
00:02:00 0.1108 0.109900:04:00 0.1107 0.1098
00:00:30 0.1114 0.110500:01:00 0.1110 0.1101
00:00:12 0.1118 0.110900:00:15 0.1116 0.1107
00:00:05 0.1123 0.111400:00:06 0.1123 0.1114
00:00:03 0.1126 0.111700:00:04 0.1124 0.1115
00:00:02 0.1129 0.1120
Displacement(in) (in)
00:00:00 0.1147 0.1138
Index
Consolidation Test Results(Sequence 7) Rebound 0.500 tsf
Consolidation Test Results(Sequence 7) Rebound 0.500 tsf
SettlementTime
00:00:01 0.1138 0.1129
0.10980.11030.11080.11130.11180.11230.11280.11330.1138
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 16 of 26
16 14.6267 0.778717 14.6267 0.778718 14.6133 0.779019 14.6133 0.779020 14.6000 0.779321 14.6000 0.779322 14.6000 0.779323 14.6000 0.779324 14.5867 0.779525 14.5867 0.779526 14.5867 0.779527 14.5867 0.779528 14.5867 0.779529 14.5867 0.779530 14.5867 0.779531 14.5733 0.779832 14.5733 0.779833 14.5733 0.779834 14.5733 0.779835 14.5733 0.779836 14.5733 0.7798
09:00:41 0.1102 0.109309:30:43 0.1102 0.1093
08:00:37 0.1102 0.109308:30:39 0.1102 0.1093
07:00:32 0.1102 0.109307:30:34 0.1102 0.1093
06:00:27 0.1103 0.109406:30:30 0.1103 0.1094
05:00:23 0.1103 0.109405:30:25 0.1103 0.1094
04:00:18 0.1103 0.109404:30:21 0.1103 0.1094
03:00:14 0.1104 0.109503:30:16 0.1103 0.1094
02:00:09 0.1104 0.109502:30:11 0.1104 0.1095
01:00:04 0.1105 0.109601:30:07 0.1104 0.1095
00:20:01 0.1106 0.109700:40:03 0.1105 0.1096
00:15:01 0.1106 0.1097
0.1098
0.1103
0.1108
0.1113
0.1118
0.1123
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load7Log
Page 16 of 26
37 14.5733 0.779838 14.5600 0.780139 14.5600 0.780140 14.5600 0.780141 14.5600 0.780142 14.5600 0.780143 14.5600 0.780144 14.5600 0.780145 14.5600 0.780146 14.5600 0.780147 14.5600 0.780148 14.5600 0.780149 14.5600 0.780150 14.5600 0.780151 14.5600 0.780152 14.5600 0.780153 14.5600 0.780154 14.5600 0.780155 14.5600 0.780156 14.5600 0.780157 14.5600 0.780158 14.5600 0.780159 14.5600 0.780160 14.5600 0.780161 14.5600 0.780162 14.5600 0.780163 14.5467 0.780464 14.5467 0.780465 14.5467 0.780466 14.5467 0.780467 14.5467 0.780468 14.5467 0.780469 14 5467 0 780426:01:58 0 1100 0 1091
25:01:54 0.1100 0.109125:31:56 0.1100 0.1091
24:01:49 0.1100 0.109124:31:51 0.1100 0.1091
23:01:44 0.1100 0.109123:31:47 0.1100 0.1091
22:01:40 0.1101 0.109222:31:42 0.1101 0.1092
21:01:35 0.1101 0.109221:31:38 0.1101 0.1092
20:01:31 0.1101 0.109220:31:33 0.1101 0.1092
19:01:26 0.1101 0.109219:31:29 0.1101 0.1092
18:01:22 0.1101 0.109218:31:24 0.1101 0.1092
17:01:17 0.1101 0.109217:31:19 0.1101 0.1092
16:01:13 0.1101 0.109216:31:15 0.1101 0.1092
15:01:08 0.1101 0.109215:31:10 0.1101 0.1092
14:01:03 0.1101 0.109214:31:06 0.1101 0.1092
13:00:59 0.1101 0.109213:31:01 0.1101 0.1092
12:00:54 0.1101 0.109212:30:56 0.1101 0.1092
11:00:50 0.1101 0.109211:30:52 0.1101 0.1092
10:00:45 0.1102 0.109310:30:47 0.1101 0.1092
Page 17 of 26
69 14.5467 0.780470 14.5467 0.7804
26:01:58 0.1100 0.109126:24:45 0.1100 0.1091
Page 17 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 14.5467 0.78041 14.6400 0.77842 14.6533 0.77813 14.6933 0.77734 14.7067 0.77705 14.7200 0.77686 14.7200 0.77687 14.7333 0.77658 14.7467 0.77629 14.7467 0.7762
10 14.7600 0.775911 14.7600 0.775912 14.7733 0.775613 14.7733 0.775614 14.7867 0.775415 14.7867 0.775416 14.7867 0.775400:15:01 0.1118 0.1109
00:08:01 0.1118 0.110900:10:01 0.1118 0.1109
00:04:00 0.1117 0.110800:05:01 0.1117 0.1108
00:01:00 0.1116 0.110700:02:00 0.1116 0.1107
00:00:15 0.1115 0.110600:00:30 0.1115 0.1106
00:00:06 0.1113 0.110400:00:12 0.1114 0.1105
00:00:04 0.1112 0.110300:00:05 0.1113 0.1104
00:00:02 0.1108 0.109900:00:03 0.1111 0.1102
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Displacement Settlement
00:00:01 0.1107 0.1098
(in)Index Time (in)00:00:00 0.1100 0.1091
0.11060.11080.11100.11120.11140.11160.11180.11200.11220.1124
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 26
16 14.7867 0.775417 14.7867 0.775418 14.8000 0.775119 14.8000 0.775120 14.8000 0.775121 14.8133 0.774822 14.8133 0.774823 14.8133 0.774824 14.8133 0.774825 14.8133 0.774826 14.8133 0.774827 14.8267 0.774528 14.8267 0.774529 14.8267 0.774530 14.8267 0.774531 14.8267 0.774532 14.8267 0.774533 14.8267 0.774534 14.8267 0.774535 14.8267 0.774536 14.8267 0.774509:30:43 0.1121 0.1112
08:30:39 0.1121 0.111209:00:41 0.1121 0.1112
07:30:34 0.1121 0.111208:00:36 0.1121 0.1112
06:30:30 0.1121 0.111207:00:32 0.1121 0.1112
05:30:25 0.1121 0.111206:00:27 0.1121 0.1112
04:30:21 0.1120 0.111105:00:23 0.1121 0.1112
03:30:16 0.1120 0.111104:00:18 0.1120 0.1111
02:30:12 0.1120 0.111103:00:14 0.1120 0.1111
01:30:07 0.1119 0.111002:00:09 0.1120 0.1111
00:40:03 0.1119 0.111001:00:05 0.1119 0.1110
00:15:01 0.1118 0.110900:20:02 0.1118 0.1109 0.1112
0.1114
0.1116
0.1118
0.1120
0.1122
0.11240.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 26
37 14.8267 0.774538 14.8267 0.774539 14.8267 0.774540 14.8267 0.774541 14.8267 0.774542 14.8267 0.774543 14.8267 0.774544 14.8267 0.774545 14.8267 0.774546 14.8267 0.774547 14.8267 0.774548 14.8267 0.774549 14.8267 0.774550 14.8267 0.774551 14.8267 0.774552 14.8267 0.774553 14.8267 0.774554 14.8267 0.774555 14.8267 0.774556 14.8400 0.774357 14.8400 0.774358 14.8400 0.774320:06:00 0.1122 0.1113
19:31:29 0.1122 0.111320:01:31 0.1122 0.1113
18:31:24 0.1121 0.111219:01:27 0.1121 0.1112
17:31:20 0.1121 0.111218:01:22 0.1121 0.1112
16:31:15 0.1121 0.111217:01:18 0.1121 0.1112
15:31:11 0.1121 0.111216:01:13 0.1121 0.1112
14:31:06 0.1121 0.111215:01:08 0.1121 0.1112
13:31:02 0.1121 0.111214:01:04 0.1121 0.1112
12:30:57 0.1121 0.111213:00:59 0.1121 0.1112
11:30:52 0.1121 0.111212:00:55 0.1121 0.1112
10:30:48 0.1121 0.111211:00:50 0.1121 0.1112
10:00:46 0.1121 0.1112
Page 19 of 26Page 19 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 14.8400 0.77431 15.0133 0.77062 15.0533 0.76983 15.0800 0.76934 15.1200 0.76845 15.1333 0.76816 15.1333 0.76817 15.1600 0.76768 15.1733 0.76739 15.2000 0.7668
10 15.2400 0.765911 15.2667 0.765412 15.2800 0.765113 15.2800 0.765114 15.2933 0.764815 15.3067 0.764516 15.3333 0.764000:15:01 0.1159 0.1150
00:08:00 0.1156 0.114700:10:00 0.1157 0.1148
00:04:00 0.1155 0.114600:05:00 0.1155 0.1146
00:01:00 0.1152 0.114300:02:00 0.1154 0.1145
00:00:15 0.1147 0.113800:00:30 0.1149 0.1140
00:00:06 0.1144 0.113500:00:12 0.1146 0.1137
00:00:05 0.1144 0.1135
00:00:02 0.1138 0.112900:00:03 0.1140 0.1131
00:00:01 0.1135 0.1126
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Displacement(in)
00:00:04 0.1143 0.1134
Index
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Time Settlement(in)
00:00:00 0.1122 0.1113
0.11340.11390.11440.11490.11540.11590.11640.11690.11740.1179
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 26
16 15.3333 0.764017 15.3467 0.763718 15.3733 0.763119 15.3733 0.763120 15.3867 0.762921 15.4000 0.762622 15.4133 0.762323 15.4267 0.762024 15.4400 0.761825 15.4533 0.761526 15.4533 0.761527 15.4667 0.761228 15.4667 0.761229 15.4800 0.760930 15.4800 0.760931 15.4800 0.760932 15.4800 0.760933 15.4933 0.760634 15.4933 0.760635 15.4933 0.760636 15.4933 0.760609:30:43 0.1171 0.1162
08:30:38 0.1171 0.116209:00:41 0.1171 0.1162
07:30:34 0.1170 0.116108:00:36 0.1171 0.1162
06:30:29 0.1170 0.116107:00:31 0.1170 0.1161
05:30:25 0.1169 0.116006:00:27 0.1170 0.1161
04:30:20 0.1168 0.115905:00:22 0.1169 0.1160
03:30:15 0.1167 0.115804:00:18 0.1168 0.1159
02:30:11 0.1165 0.115603:00:13 0.1166 0.1157
01:30:06 0.1163 0.115402:00:09 0.1164 0.1155
00:40:03 0.1162 0.115301:00:04 0.1162 0.1153
00:15:01 0.1159 0.115000:20:01 0.1160 0.1151 0.1142
0.1147
0.1152
0.1157
0.1162
0.1167
0.1172
0.1177
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 26
37 15.4933 0.760638 15.4933 0.760639 15.4933 0.760640 15.5067 0.760441 15.5067 0.760442 15.5067 0.760443 15.5067 0.760444 15.5200 0.760145 15.5200 0.760146 15.5200 0.760147 15.5200 0.760148 15.5333 0.759849 15.5333 0.759850 15.5333 0.759851 15.5333 0.759852 15.5467 0.759553 15.5467 0.759554 15.5467 0.759555 15.5467 0.759556 15.5600 0.759357 15.5600 0.759358 15.5600 0.759359 15.5600 0.759360 15.5600 0.759361 15.5600 0.7593
21:31:38 0.1176 0.116721:33:26 0.1176 0.1167
20:31:33 0.1176 0.116721:01:36 0.1176 0.1167
19:31:29 0.1176 0.116720:01:31 0.1176 0.1167
18:31:24 0.1175 0.116619:01:27 0.1175 0.1166
17:31:20 0.1175 0.116618:01:22 0.1175 0.1166
16:31:15 0.1174 0.116517:01:17 0.1174 0.1165
15:31:11 0.1174 0.116516:01:13 0.1174 0.1165
14:31:06 0.1173 0.116415:01:08 0.1173 0.1164
13:31:01 0.1173 0.116414:01:04 0.1173 0.1164
12:30:57 0.1172 0.116313:00:59 0.1172 0.1163
11:30:52 0.1172 0.116312:00:55 0.1172 0.1163
10:30:48 0.1171 0.116211:00:50 0.1171 0.1162
10:00:45 0.1171 0.1162
Page 21 of 26Page 21 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 15.5600 0.75931 16.0133 0.74982 16.1333 0.74733 16.2267 0.74544 16.3067 0.74375 16.3600 0.74266 16.4400 0.74097 16.6533 0.73658 16.7333 0.73489 16.9867 0.7295
10 17.2933 0.723111 17.5467 0.717912 17.7600 0.713413 17.8267 0.712014 17.9333 0.709815 17.9867 0.708716 18.0533 0.707300:15:01 0.1363 0.1354
00:08:00 0.1354 0.134500:10:01 0.1358 0.1349
00:04:00 0.1341 0.133200:05:00 0.1346 0.1337
00:01:00 0.1306 0.129700:02:00 0.1325 0.1316
00:00:15 0.1264 0.125500:00:30 0.1283 0.1274
00:00:06 0.1242 0.123300:00:12 0.1258 0.1249
00:00:04 0.1232 0.122300:00:05 0.1236 0.1227
00:00:02 0.1219 0.121000:00:03 0.1226 0.1217
Index Time
Consolidation Test Results(Sequence 10) Load 4.000 tsf
Consolidation Test Results(Sequence 10) Load 4.000 tsf
00:00:01
Displacement(in)
Settlement(in)
0.1210 0.120100:00:00 0.1176 0.1167
0.1208
0.1258
0.1308
0.1358
0.1408
0.1458
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 22 of 26
16 18.0533 0.707317 18.1333 0.705618 18.2667 0.702919 18.3467 0.701220 18.4000 0.700121 18.4667 0.698722 18.4800 0.698423 18.5333 0.697324 18.5733 0.696525 18.5867 0.696226 18.6133 0.695627 18.6533 0.694828 18.6800 0.694329 18.6933 0.694030 18.6933 0.694031 18.7067 0.693732 18.7333 0.693133 18.7467 0.692934 18.7600 0.692635 18.7733 0.692336 18.7867 0.692009:30:43 0.1418 0.1409
08:30:38 0.1416 0.140709:00:41 0.1417 0.1408
07:30:34 0.1414 0.140508:00:36 0.1415 0.1406
06:30:29 0.1411 0.140207:00:32 0.1412 0.1403
05:30:25 0.1410 0.140106:00:27 0.1411 0.1402
04:30:20 0.1405 0.139605:00:22 0.1408 0.1399
03:30:16 0.1402 0.139304:00:18 0.1403 0.1394
02:30:11 0.1395 0.138603:00:13 0.1399 0.1390
01:30:07 0.1389 0.138002:00:09 0.1394 0.1385
00:40:03 0.1379 0.137001:00:04 0.1385 0.1376
00:15:01 0.1363 0.135400:20:01 0.1369 0.1360 0.1240
0.1290
0.1340
0.1390
0.1440
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 22 of 26
37 18.7867 0.692038 18.7867 0.692039 18.8000 0.691840 18.8000 0.691841 18.8000 0.691842 18.8133 0.691543 18.8133 0.691544 18.8267 0.691245 18.8400 0.690946 18.8400 0.690947 18.8533 0.690648 18.8533 0.690649 18.8667 0.690450 18.8667 0.690451 18.8800 0.690152 18.8800 0.690153 18.8933 0.689854 18.8933 0.689855 18.8933 0.689856 18.8933 0.689857 18.8933 0.689858 18.8933 0.689859 18.9067 0.689560 18.9067 0.689561 18.9067 0.689562 18.9067 0.689563 18.9067 0.689564 18.9067 0.689565 18.9067 0.6895
23:31:47 0.1427 0.141823:54:37 0.1427 0.1418
22:31:42 0.1427 0.141823:01:45 0.1427 0.1418
21:31:38 0.1427 0.141822:01:40 0.1427 0.1418
20:31:33 0.1426 0.141721:01:36 0.1427 0.1418
19:31:29 0.1426 0.141720:01:31 0.1426 0.1417
18:31:24 0.1426 0.141719:01:26 0.1426 0.1417
17:31:20 0.1425 0.141618:01:22 0.1426 0.1417
16:31:15 0.1424 0.141517:01:17 0.1425 0.1416
15:31:10 0.1423 0.141416:01:13 0.1424 0.1415
14:31:06 0.1422 0.141315:01:08 0.1423 0.1414
13:31:01 0.1421 0.141214:01:04 0.1422 0.1413
12:30:57 0.1420 0.141113:00:59 0.1420 0.1411
11:30:52 0.1419 0.141012:00:54 0.1419 0.1410
10:30:48 0.1418 0.140911:00:50 0.1419 0.1410
10:00:45 0.1418 0.1409
Page 23 of 26Page 23 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 18.9067 0.68951 19.1067 0.68542 19.5467 0.67623 19.6933 0.67314 19.8267 0.67045 19.9200 0.66846 20.0133 0.66657 20.2933 0.66068 20.4000 0.65849 20.7333 0.6515
10 21.0667 0.644511 21.3600 0.638412 21.5733 0.634013 21.6667 0.632014 21.7733 0.629815 21.8133 0.629016 21.9067 0.627000:15:01 0.1652 0.1643
00:08:00 0.1642 0.163300:10:00 0.1645 0.1636
00:04:00 0.1627 0.161800:05:00 0.1634 0.1625
00:01:00 0.1589 0.158000:02:00 0.1611 0.1602
00:00:15 0.1539 0.153000:00:30 0.1564 0.1555
00:00:06 0.1510 0.150100:00:12 0.1531 0.1522
00:00:03 0.1496 0.148700:00:04 0.1503 0.1494
00:00:01 0.1475 0.146600:00:02 0.1486 0.1477
00:00:00 0.1442 0.1433
(in) (in)Time
00:00:00 0.1427 0.1418
Consolidation Test Results(Sequence 11) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 8.000 tsf
Index
0.1466
0.1516
0.1566
0.1616
0.1666
0.1716
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
16 21.9067 0.627017 21.9867 0.625418 22.1067 0.622919 22.2267 0.620420 22.3200 0.618421 22.3733 0.617322 22.4133 0.616523 22.4400 0.615924 22.4800 0.615125 22.5067 0.614526 22.5200 0.614327 22.5333 0.6140
Tested By: Checked By:
04:30:20 0.1698 0.168904:39:45 0.1699 0.1690
03:30:15 0.1695 0.168604:00:18 0.1697 0.1688
02:30:11 0.1690 0.168103:00:13 0.1692 0.1683
01:30:06 0.1683 0.167402:00:09 0.1687 0.1678
00:40:03 0.1667 0.165801:00:04 0.1676 0.1667
00:15:01 0.1652 0.164300:20:01 0.1658 0.1649
0.1508
0.1558
0.1608
0.1658
0.1708
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 26 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-BP4-30 Clay with silt (CL)Depth: 27 - 29 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 22.5333 0.61401 22.9067 0.60622 23.4800 0.59433 23.6933 0.58984 23.8667 0.58625 24.0133 0.58316 24.1333 0.58067 24.5600 0.57178 24.7200 0.56849 25.0933 0.5606
10 25.4800 0.552611 25.8000 0.545912 26.0400 0.540913 26.1067 0.539514 26.2400 0.536715 26.2667 0.536216 26.3733 0.534000:15:01 0.1987 0.1978
00:08:00 0.1977 0.196800:10:00 0.1979 0.1970
00:04:00 0.1962 0.195300:05:00 0.1967 0.1958
00:01:00 0.1920 0.191100:02:00 0.1944 0.1935
00:00:14 0.1863 0.185400:00:29 0.1891 0.1882
00:00:05 0.1819 0.181000:00:11 0.1851 0.1842
00:00:04 0.1810 0.1801
00:00:01 0.1770 0.176100:00:02 0.1786 0.1777
00:00:00 0.1699 0.169000:00:00 0.1727 0.1718
00:00:03 0.1799 0.1790
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Time Displacement Settlement(in) (in)
0.1768
0.1818
0.1868
0.1918
0.1968
0.2018
0.2068
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 26
16 26.3733 0.534017 26.4400 0.532618 26.5733 0.529819 26.6533 0.528120 26.7067 0.527021 26.7867 0.525422 26.8000 0.525123 26.8533 0.524024 26.8933 0.523125 26.9067 0.522926 26.9067 0.522927 26.9333 0.522328 26.9600 0.521729 26.9733 0.521530 26.9867 0.521231 27.0000 0.520932 27.0000 0.520933 27.0133 0.520634 27.0133 0.520635 27.0267 0.520436 27.0400 0.520109:30:35 0.2037 0.2028
08:30:30 0.2035 0.202609:00:32 0.2036 0.2027
07:30:25 0.2034 0.202508:00:28 0.2035 0.2026
06:30:21 0.2033 0.202407:00:23 0.2034 0.2025
05:30:16 0.2031 0.202206:00:19 0.2032 0.2023
04:30:12 0.2027 0.201805:00:14 0.2029 0.2020
03:30:07 0.2026 0.201704:00:09 0.2027 0.2018
02:30:03 0.2019 0.201003:00:05 0.2023 0.2014
01:30:02 0.2012 0.200302:00:02 0.2018 0.2009
00:40:02 0.2002 0.199301:00:02 0.2008 0.1999
00:15:01 0.1987 0.197800:20:01 0.1992 0.1983 0.1850
0.1900
0.1950
0.2000
0.2050
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 26
37 27.0533 0.519838 27.0667 0.519539 27.0667 0.519540 27.0800 0.519241 27.0933 0.519042 27.0933 0.519043 27.1067 0.518744 27.1067 0.518745 27.1067 0.518746 27.1067 0.518747 27.1200 0.518448 27.1200 0.518449 27.1200 0.518450 27.1200 0.518451 27.1200 0.518452 27.1333 0.518153 27.1333 0.518154 27.1333 0.518155 27.1467 0.517956 27.1467 0.517919:11:20 0.2045 0.2036
18:31:16 0.2044 0.203519:01:18 0.2045 0.2036
17:31:11 0.2044 0.203518:01:13 0.2044 0.2035
16:31:06 0.2043 0.203417:01:09 0.2043 0.2034
15:31:02 0.2043 0.203416:01:04 0.2043 0.2034
14:30:57 0.2042 0.203315:01:00 0.2043 0.2034
13:30:53 0.2042 0.203314:00:55 0.2042 0.2033
12:30:48 0.2041 0.203213:00:51 0.2042 0.2033
11:30:44 0.2040 0.203112:00:46 0.2041 0.2032
10:30:39 0.2039 0.203011:00:41 0.2039 0.2030
10:00:37 0.2038 0.2029
Page 26 of 26Page 26 of 26
PlasticityIndex
CorrectionFactor
Depth Below Barge Deck
(feet)
Depth Below Mudline(feet)
kN/m2 psf ksf % psf ksf
BHSP‐BP1‐30 12 8 2555 65/130 4 2.09 44 0.044 PT 0.5 22 0.022BHSP‐BP1‐30 16 12 2555 65/130 4 2.09 44 0.044 OH 0.7 31 0.031BHSP‐BP2‐30 14 10 2555 65/130 14 7.33 153 0.153 PT 0.5 77 0.077BHSP‐BP2‐30 19 15 2555 65/130 7 3.66 76 0.076 215 0.5 38 0.038BHSP‐BP3‐50 18 14 2555 65/130 7 3.66 76 0.076 PT 0.5 38 0.038BHSP‐BP3‐50 22 18 2555 65/130 15 7.86 164 0.164 493 0.5 82 0.082BHSP‐BP4‐30 12 8 2555 65/130 2 1.05 22 0.022 PT 0.5 11 0.011BHSP‐BP4‐30 16 12 2555 65/130 7 3.66 76 0.076 PT 0.5 38 0.038BHSP‐BP4‐30 21 17 2555 65/130 7 3.66 76 0.076 44 0.84 64 0.064
Notes:1 Field Vane testing was performed prior to sample extrusion/classification and soil type was not known. Peat is highly permeable and is
poorly suited to the Field Vane Shear test. 2 Correction factors were selected based on Bjerrum's (1972) Recommended curve, as found in Figure 5.1 of "Recommended Practice for
Soft Ground Site Characterization: Arthur Casagrande Lecture" by Ladd and Degroot (2003). Figure 5.1 correlates correction factors to the Plasticity Index of the material.
3 Correction factors for peat were assumed to be 0.5 based on "Engineering Properties of Fibrous Peats" by Mesri and Anjlouni. A review of miniature vane shear testing and triaxial compression testing shows good agreement between the two test types, suggesting that miniature vane and triaxial tests are better suited to these materials.
4 "OH" clays without a PI test were assigned a correction factor of 0.7 based on a review of OH materials from this project.5 "CH" clays without a PI test were assigned a correction factor of 0.8 based on a review of CH materials from this project.
Project: Non‐Rock Alternatives to Shoreline Protection Demonstration (LA‐16)Project Location: West Bank of Bayou Perot, LaFourche Parish, Louisiana
PI Corrected Shear Stress
Project No.: 10883‐011‐00
Boring No.
Field Vane Test Field Vane Instrument
Used
Field Vane Dimensions
(mm)
Instrument Reading
Shear Stress Interpolated from Geonor H‐10 Vane Borer Calibration Curves
Page 2 | June 7, 2011 | GeoEngineers, Inc. File No. 10883-011-00
APPENDIX B Southeast Lake Salvador Project Site
Miles
W E
N
SOUTHEAST LAKE SALVADORSITE MAP
Figure B-1
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
P:\10\10883011\00\CAD\vicinity map.dwg\TAB:Layout2 (2) modified on Jun 06, 2011 - 2:43pm KMCJPV
SITE(LAKE SALVADOR)
Reference: Topographic image taken from USGS, USGS Digital Raster Graphics - 1:100,000 - Zone 15, Dated 1/21/1997
STATE OUTLINE
SITE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
Feet
W E
N
SOUTHEAST LAKE SALVADORSOIL BORING LOCATION PLAN
Figure B-2
LegendSoil Borehole Location
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
Reference: Aerial image taken from USGS, USGS High Resolution State Orthoimagery for the Louisiana Coastal Area,
P:\10\10883011\00\CAD\Boring Location Plan.dwg\TAB:Layout1 (2) modified on Jun 06, 2011 - 2:48pm KMCJPV
BHSP-LS4-30
BHSP-LS3-50
BHSP-LS2-30
BHSP-LS1-30
NORTH TERMINUS
SOUTH TERMINUS
BHSP-LS4-30
Dated: 10/18/2008
BORING # LATITUDE LONGITUDE
BHSP-LS1-30
BHSP-LS2-30BHSP-LS3-50BHSP-LS4-30NORTHTERMINUS
SOUTHTERMINUS
N 29° 42' 54.9" W 90° 11' 30.3"
N 29° 42' 32.8" W 90° 12' 01.5"N 29° 42' 39.6" W 90° 11' 53.3"
N 29° 42' 44.5" W 90° 11' 43.8"N 29° 42' 50.4" W 90° 11' 34.5"
N 29° 42' 28.7" W 90° 12' 06.7"
B
B'
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
Blowcount is recorded for driven samplers as the numberof blows required to advance sampler 12 inches (ordistance noted). See exploration log for hammer weightand drop.
A "P" indicates sampler pushed using the weight of thedrill rig.
NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to berepresentative of subsurface conditions at other locations or times.
Perched water observed at time ofexploration
SYMBOLS TYPICAL
KEY TO EXPLORATION LOGS
CC
CR
Groundwater observed at time ofexploration
Approximate location of soil stratachange within a geologic soil unit
Laboratory / Field Tests%FALCACPCSDSHAMCMDOCPMPPSATXUCVS
Standard Penetration Test (SPT)
Bulk or grab
Asphalt Concrete
Measured groundwater level inexploration, well, or piezometer
DESCRIPTIONSLETTER
Distinct contact between soil strata orgeologic units
Material Description Contact
Approximate location of soil stratachange within a geologic soil unit
Distinct contact between soil strata orgeologic units
TS
ADDITIONAL MATERIAL SYMBOLS
AC
Cement Concrete
Sampler Symbol Descriptions
GRAPH
Topsoil/Forest Duff/Sod
Percent finesAtterberg limitsChemical analysisLaboratory compaction testConsolidation testDirect shearHydrometer analysisMoisture contentMoisture content and dry densityOrganic contentPermeability or hydraulic conductivityPocket penetrometerSieve analysisTriaxial compressionUnconfined compressionVane shear
Piston
Crushed Rock/Quarry Spalls
Graphic Log Contact
GC
PT
OH
CH
MH
OL
ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY
GM
GP
GW
DESCRIPTIONSTYPICAL
LETTERGRAPH
(APPRECIABLE AMOUNTOF FINES)
MORE THAN 50%RETAINED ON NO.
200 SIEVE
SYMBOLSMAJOR DIVISIONS
WELL-GRADED SANDS, GRAVELLYSANDSCLEAN SANDS
GRAVELS WITHFINES
CLEANGRAVELS
HIGHLY ORGANIC SOILS
SILTSAND
CLAYS
SILTSAND
CLAYS
SANDAND
SANDYSOILS
GRAVELAND
GRAVELLYSOILS
(LITTLE OR NO FINES)
FINEGRAINED
SOILS
COARSEGRAINED
SOILS
SW
MORE THAN 50%OF COARSEFRACTION
RETAINED ON NO.4 SIEVE
CL
WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES
POORLY-GRADED SANDS,GRAVELLY SAND
INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY
INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS
SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES
(APPRECIABLE AMOUNTOF FINES)
SOIL CLASSIFICATION CHART
LIQUID LIMITGREATER THAN 50
LIQUID LIMITLESS THAN 50
SANDS WITHFINES
SP
PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTS
INORGANIC CLAYS OF HIGHPLASTICITY
(LITTLE OR NO FINES)
ORGANIC SILTS AND ORGANICSILTY CLAYS OF LOW PLASTICITY
INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS
CLAYEY SANDS, SAND - CLAYMIXTURES
SILTY SANDS, SAND - SILTMIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES
POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES
ML
SC
SM
NOTE: Multiple symbols are used to indicate borderline or dual soil classifications
MORE THAN 50%PASSING NO. 200
SIEVE
MORE THAN 50%OF COARSEFRACTION
PASSING NO. 4SIEVE
Shelby tube
Direct-Push
FIGURE B-3
8
11
14
15
11
10
21
19
18
22
9
11
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
PT
CH
Top of deck
Water line
MudlineVery soft black peat
Very soft black peat
Very soft dark gray peat
Very soft dark gray organic clay
Very soft dark gray organic clay
Very soft dark gray peat (field vane - 0.06 KSF)
Very soft dark gray peat
Very soft dark gray peat with organic matter
Very soft dark gray peat (field vane - 0.06 KSF)
Very soft dark gray peat
Very soft gray clay with organic matter traces
Very soft gray clay with organic matter traces
998
898
665
195
161
515
317
645
599
731
70
69
386527
15
15
10
9
5
15
9
10
10
12
14
11
0.06
0.17
0.29
0.40
0.52
0.69
0.75
0.86
0.98
1.04
1.38
1.67
0.07
0.07
0.08
0.08
0.07
0.05
0.06
0.08
0.08
0.03
0.07
0.08
5.7
7.1
8.8
22.5
33.4
11.7
16.7
9.1
10.7
10.2
67.1
65.1
0.11
0.12
0.19
0.11
0.12
0.18
0.11
0.11
0.06
0.3
72
25
55
38
76
47
3
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/7/2011
DrillingEquipment
LatitudeLongitude
N29° 42' 32.8"W90° 12' 01.5"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.5
2.5
2.0
Specialized EnvironmentalResources, LLC5/7/2011
End5/7/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure B-4
Log of Boring BHSP-LS1-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectJefferson Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
10
9
5
14
10
16
12
11
12
8
17
15
1
2
3
4
5
6
7
8
9
10
11
12
OH
Top of deck
Water line
MudlineVery soft gray organic clay with organic matter
Very soft gray organic clay
Very soft gray organic clay (field vane - 0.07KSF)
Very soft gray organic clay
Very soft gray organic clay (field vane - 0.08KSF)
Very soft gray organic clay
Very soft gray organic clay
Very soft gray organic clay
Very soft gray organic clay
Very soft gray slightly organic clay
Very soft gray organic clay
Very soft gray organic clay
199
190
174
210
189
181
190
285
194
70
93
198
116
142
141
167
192
194
8
10
10
12
11
11
11
10
12
15
10
8
0.06
0.17
0.29
0.40
0.52
0.66
0.75
0.86
0.98
1.09
1.38
1.67
0.1
0.08
0.08
0.08
0.08
0.12
0.09
0.08
0.07
0.08
0.07
0.07
26.1
26.1
27.2
24.3
29
29.2
26.7
21.5
26.2
55
40.9
25.7
0.19
0.1
0.14
0.12
0.11
0.15
0.14
0.2
0.12
0.12
40
10
16
18
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/7/2011
DrillingEquipment
LatitudeLongitude
N29° 42' 39.6"W90° 11' 53.3"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.0
2.0
2.0
Specialized EnvironmentalResources, LLC5/7/2011
End5/7/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure B-5
Log of Boring BHSP-LS2-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectJefferson Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
8
7
5
10
4.5
10
9
7
12
16
14
12
1
2
3
4
5
6
7
8
9
10
11
12
13
PT
OH
PT
OH
CH
SP
OH
Top of deck
Water line
MudlineVery soft black peat
Very soft black peat
Very soft gray organic clay
Very soft gray organic clay with 1½" peat layer
Very soft gray organic clay with 1½" peat layer
Very soft dark gray peat (field vane - 0.02 KSF)
Very soft gray organic clay with 2" peat layer
Very soft black organic clay
Very soft gray clay with 2" sand layer andorganic matter traces (field vane - 0.04 KSF)
Very soft gray clay
Firm gray sand with 3" clay layer
Very soft dark gray organic clay with 7" sandlayer
Very soft gray slightly organic clay with 6" sandlayer
755
570
495
127
135
320
228
210
42
30
25
206
70
14
12
14
15
13
12
15
8
13
12
14
14
0.06
0.17
0.40
0.52
0.63
0.75
0.86
0.98
1.04
1.09
1.38
1.67
0.1
0.11
0.05
0.1
0.09
0.1
0.07
0.14
0.1
2.29
0.09
0.13
7.1
9
38.3
34.4
18
23
25.4
61.4
76.7
97.6
30.6
53.5
0.19
0.08
0.1
0.11
0.14
0.16
0.14
32
36
17
11
10
11
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
DrillingEquipment
LatitudeLongitude
N29° 42' 44.5"W90° 11' 43.8"
GeographicNAVD88 (feet)
54
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
2.5
Specialized EnvironmentalResources, LLC5/6/2011
End5/6/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
35
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 2Figure B-6
Log of Boring BHSP-LS3-50
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectJefferson Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
15
3
13
17
14
15
16
17
CH
Very soft gray organic clay with sand lenses and6" sand layer
Very soft gray clay with sand pockets
Very soft gray clay
Very soft gray clay
195
65
49
53
43
50
73
76
69
12
12
14
1.96
2.53
2.82
0.05
0.21
0.16
31.1
61.3
64.5
0.12
0.16
0.19
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
35
40
45
50
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
-35
-40
-45
-50
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 2 of 2Figure B-6
Log of Boring BHSP-LS3-50 (continued)
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectJefferson Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
6
8
8
8
7
10
12
13
7
8
9
18
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
PT
OH
Top of deck
Water line
MudlineVery soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft gray organic clay with organic matter
Very soft gray organic clay with organic matter(field vane - 0.10 KSF)
Very soft dark gray peat
Very soft gray organic clay with organic matter
Very soft gray organic clay (field vane - 0.09KSF)
Soft gray slightly organic clay with sand traces
Very soft gray organic clay with organic matterand ½" sand layer
Very soft gray clay with organic matter
458
589
654
574
102
168
674
289
136
77
228
106
74
127
315
107
161
452
11
15
1
13
11
13
11
12
13
1
13
12
0.06
0.17
0.29
0.40
0.52
0.63
0.75
0.86
0.98
1.09
1.38
1.67
0.09
0.08
0.3
0.08
0.1
0.12
0.36
0.08
0.11
0.49
0.14
0.11
12.1
10.1
8.8
10.9
45.3
34.1
10.8
21.8
30.4
46.1
30
36.2
0.12
0.17
0.19
0.17
0.13
0.17
0.17
0.22
0.12
0.09
73
33
40
44
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
5/7/2011
DrillingEquipment
LatitudeLongitude
N29° 42' 50.4"W90° 11' 34.5"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.6
2.6
2.0
Specialized EnvironmentalResources, LLC5/7/2011
End5/7/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure B-7
Log of Boring BHSP-LS4-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectJefferson Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/9/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
SAND
0 500 1000 1500 2000 2500 3000 3500 4000
DISTANCE (FEET)
10
0
-10
-20
-30
-40
-50
-60
10
0
-10
-20
-30
-40
-50
-60
ELE
VAT
ION
(FE
ET)
ASSUMED WATERLEVEL
MUDLINE
B B'
BHSP-LS1-30 BHSP-LS2-30
BHSP-LS3-50
BHSP-LS4-30
CLAY
CLAY
CLAY
ORGANIC SOILS
SOUTHEAST LAKE SALVADORSUBSURFACE PROFILE
Figure B-8
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
P:\1
0\10
8830
11\0
0\C
AD
\Bor
ing
Loca
tion
Pla
n.dw
g\TA
B:L
ayou
t2 (3
) mod
ified
on
Jun
08, 2
011
- 4:0
3pm
KM
CJP
V
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0 200MOISTURE CONTENT (%)
100 300
20
25
30
35
40
45
50
400 500 600 700 800 900 1000
55
SOUTHEAST LAKE SALVADORMOISTURE CONTENT VS DEPTH
P:\1
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AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 1
(2) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:00a
mK
MC
JPV
FIGURE B-9
BHSP-LS1-30
LEGEND
BHSP-LS2-30
BHSP-LS3-50
BHSP-LS4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
50 70TOTAL UNIT WEIGHT (PCF)
60 80
20
25
30
35
40
45
50
90 100 110 120 130 140 150
55
SOUTHEAST LAKE SALVADORTOTAL UNIT WEIGHT VS DEPTH
P:\1
0\10
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11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 2
(2) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:01a
mK
MC
JPV
FIGURE B-10
BHSP-LS1-30
LEGEND
BHSP-LS2-30
BHSP-LS3-50
BHSP-LS4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0.0 0.04SHEAR STRENGTH (KSF)
0.02 0.06
20
25
30
35
40
45
50
0.08 0.10 0.12 0.14 0.16 0.18 0.20
55
0.21
0.3
0.91
0.36
0.492.29
0.200.22
0.30
SOUTHEAST LAKE SALVADORSHEAR STRENGTH VS DEPTH
P:\1
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\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 3
(2) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:02a
mK
MC
JPV
FIGURE B-11
BHSP-LS1-30
LEGENDSTRENGTH
TEST MINIVANE
BHSP-LS2-30
BHSP-LS3-50
BHSP-LS4-30
FIELDVANE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Jefferson Parish, Louisiana
BHSP-LS1-30 Top of deck
BHSP-LS1-30 Water line
BHSP-LS1-30
BHSP-LS1-30 Mudline
BHSP-LS1-30 4 Very soft black peat 998 62.4 5.7 0.07 15 0.06 Yield UU 72
BHSP-LS1-30 4 998 62.4 5.7 0.07 15 0.06 Yield UU 72
BHSP-LS1-30 6 Very soft black peat 898 71.2 7.1 0.07 15 0.17 Yield UU 0.11
BHSP-LS1-30 8 Very soft dark gray peat 665 67.4 8.8 0.08 10 0.29 Bulge UU 25 0.12
BHSP-LS1-30 10 195 66.3 22.5 0.08 9 0.40 Bulge UU 0.19
BHSP-LS1-30 10 Very soft dark gray
organic clay
195 66.3 22.5 0.08 9 0.40 Bulge UU 0.19
BHSP-LS1-30 12 Very soft dark gray
organic clay
161 86.9 33.4 0.07 5 0.52 Slump UU 55 0.11
BHSP-LS1-30 14 515 72.0 11.7 0.05 15 0.69 Yield UU 0.12
BHSP-LS1-30 14 Very soft dark gray peat
(field vane - 0.06 KSF)
515 72.0 11.7 0.05 15 0.69 Yield UU 0.12
BHSP-LS1-30 16 Very soft dark gray peat 317 69.6 16.7 0.06 9 0.75 Slump UU 38 0.18
BHSP-LS1-30 18 Very soft dark gray peat
with organic matter
645 68.0 9.1 0.08 10 0.86 Bulge UU 0.11
BHSP-LS1-30 20 Very soft dark gray peat
(field vane - 0.06 KSF)
599 74.8 10.7 0.08 10 0.98 Slump UU 76 0.11
BHSP-LS1-30 22 Very soft dark gray peat 731 84.9 10.2 527 141 386 0.03 12 1.04 Slump UU 47 0.06
BHSP-LS1-30
BHSP-LS1-30 27 Very soft gray clay with
organic matter traces
70 113.7 67.1 0.07 14 1.38 Slump UU 0.30
BHSP-LS1-30 32 Very soft gray clay with
organic matter traces
69 109.7 65.1 0.08 11 1.67 Slump UU 3
BHSP-LS2-30 Top of deck
BHSP-LS2-30 Water line
BHSP-LS2-30
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Jefferson Parish, Louisiana
NOTES Southeast Lake Salvador
BHSP-LS2-30 Mudline
BHSP-LS2-30 4 199 78.0 26.1 0.10 8 0.06 Bulge UU 40 0.19
BHSP-LS2-30 4 Very soft gray organic
clay with organic matter
199 78.0 26.1 0.10 8 0.06 Bulge UU 40 0.19
BHSP-LS2-30 6 Very soft gray organic
clay
190 75.7 26.1 167 51 116 0.08 10 0.17 MS UU
BHSP-LS2-30 8 Very soft gray organic
clay (field vane - 0.07
KSF)
174 74.4 27.2 0.08 10 0.29 Bulge UU 10 0.10
BHSP-LS2-30 10 Very soft gray organic
clay
210 745.1 24.3 0.08 12 0.40 MS UU 0.14
BHSP-LS2-30 12 Very soft gray organic
clay (field vane - 0.08
KSF)
189 83.8 29.0 0.08 11 0.52 Slump UU 0.12
BHSP-LS2-30 14 Very soft gray organic
clay
181 82.1 29.2 192 50 142 0.12 11 0.66 Slump UU 0.11
BHSP-LS2-30 16 Very soft gray organic
clay
190 77.5 26.7 0.09 11 0.75 Slump UU 0.15
BHSP-LS2-30 18 Very soft gray organic
clay
285 82.9 21.5 0.08 10 0.86 Slump UU 16 0.14
BHSP-LS2-30 20 Very soft gray organic
clay
194 76.9 26.2 0.07 12 0.98 Slump UU 0.20
BHSP-LS2-30 22 Very soft gray slightly
organic clay
70 93.5 55.0 0.08 15 1.09 Yield UU 18 0.12
BHSP-LS2-30 27 Very soft gray organic
clay
93 79.1 40.9 0.07 10 1.38 MS UU 0.12
BHSP-LS2-30 32 Very soft gray organic
clay
198 76.5 25.7 194 53 141 0.07 8 1.67 MS UU
BHSP-LS3-50 Top of deck
BHSP-LS3-50 Water line
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Jefferson Parish, Louisiana
NOTES Southeast Lake Salvador
BHSP-LS3-50
BHSP-LS3-50 Mudline
BHSP-LS3-50 4 Very soft black peat 755 60.5 7.1 0.10 14 0.06 MS UU 32 0.19
BHSP-LS3-50 4 755 60.5 7.1 0.10 14 0.06 MS UU 32 0.19
BHSP-LS3-50 6 Very soft black peat 570 60.3 9.0 0.11 12 0.17 Bulge UU
BHSP-LS3-50 8 Very soft gray organic
clay
495 36 0.08
BHSP-LS3-50 8 495 36 0.08
BHSP-LS3-50 10 Very soft gray organic
clay with 1½" peat layer
127 87.1 38.3 0.05 14 0.40 Bulge UU 0.10
BHSP-LS3-50 12 Very soft gray organic
clay with 1½" peat layer
135 80.8 34.4 0.10 15 0.52 Yield UU 17 0.11
BHSP-LS3-50 14 320 75.6 18.0 0.09 13 0.63 Slump UU 0.14
BHSP-LS3-50 14 Very soft dark gray peat
(field vane - 0.02 KSF)
320 75.6 18.0 0.09 13 0.63 Slump UU 0.14
BHSP-LS3-50 16 Very soft gray organic
clay with 2" peat layer
228 75.5 23.0 0.10 12 0.75 Slump UU 11 0.16
BHSP-LS3-50 16 228 75.5 23.0 0.10 12 0.75 Slump UU 11 0.16
BHSP-LS3-50 18 Very soft black organic
clay
210 78.7 25.4 0.07 15 0.86 Yield UU 0.14
BHSP-LS3-50 20 Very soft gray clay with
2" sand layer and organic
matter traces (field vane -
0.04 KSF)
42 87.2 61.4 0.14 8 0.98 Bulge UU 10
BHSP-LS3-50 20 42 87.2 61.4 0.14 8 0.98 Bulge UU 10
BHSP-LS3-50 22 Very soft gray clay 30 0.0 76.7 0.10 13 1.04 Slump UU
BHSP-LS3-50 23 Firm gray sand with 3"
clay layer
25 122.0 97.6 2.29 12 1.09 Slump UU
BHSP-LS3-50 23 25 122.0 97.6 2.29 12 1.09 Slump UU
BHSP-LS3-50
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Jefferson Parish, Louisiana
NOTES Southeast Lake Salvador
BHSP-LS3-50 27 Very soft dark gray
organic clay with 7" sand
layer
206 93.7 30.6 0.09 14 1.38 Slump UU 11
BHSP-LS3-50 32 Very soft gray slightly
organic clay with 6" sand
layer
70 90.8 53.5 0.13 14 1.67 Bulge UU
BHSP-LS3-50 37 Very soft gray organic
clay with sand lenses and
6" sand layer
195 91.6 31.1 0.05 12 1.96 Slump UU
BHSP-LS3-50
BHSP-LS3-50 42 Very soft gray clay with
sand pockets
73 20 53 0.12
BHSP-LS3-50 47 Very soft gray clay 65 100.9 61.3 76 33 43 0.21 12 2.53 Bulge UU 0.16
BHSP-LS3-50 52 Very soft gray clay 49 95.9 64.5 69 19 50 0.16 14 2.82 Bulge UU 0.19
BHSP-LS4-30 Top of deck
BHSP-LS4-30 Water line
BHSP-LS4-30
BHSP-LS4-30 Mudline
BHSP-LS4-30 4 Very soft dark gray peat 458 67.7 12.1 0.09 11 0.06 Bulge UU 73 0.12
BHSP-LS4-30 4 458 67.7 12.1 0.09 11 0.06 Bulge UU 73 0.12
BHSP-LS4-30 6 Very soft dark gray peat 589 69.9 10.1 0.08 15 0.17 Yield UU 0.17
BHSP-LS4-30 8 Very soft dark gray peat 654 66.3 8.8 0.30 1 0.29 Slump UU 33 0.19
BHSP-LS4-30 10 Very soft dark gray peat 574 73.6 10.9 0.08 13 0.40 MS UU 0.17
BHSP-LS4-30 12 Very soft gray organic
clay with organic matter
102 91.8 45.3 0.10 11 0.52 Slump UU 40 0.13
BHSP-LS4-30 12 102 91.8 45.3 0.10 11 0.52 Slump UU 40 0.13
BHSP-LS4-30 14 Very soft gray organic
clay with organic matter
(field vane - 0.10 KSF)
168 91.4 34.1 107 33 74 0.12 13 0.63 MS UU 0.17
BHSP-LS4-30 16 674 83.5 10.8 0.36 11 0.75 Slump UU 44 0.17
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Jefferson Parish, Louisiana
NOTES Southeast Lake Salvador
BHSP-LS4-30 16 Very soft dark gray peat 674 83.5 10.8 0.36 11 0.75 Slump UU 44 0.17
BHSP-LS4-30 18 289 84.9 21.8 0.08 12 0.86 Slump UU 0.22
BHSP-LS4-30 18 Very soft gray organic
clay with organic matter
289 84.9 21.8 0.08 12 0.86 Slump UU 0.22
BHSP-LS4-30 20 Very soft gray organic
clay (field vane - 0.09
KSF)
136 71.8 30.4 161 34 127 0.11 13 0.98 Slump UU 0.12
BHSP-LS4-30 22 Soft gray slightly organic
clay with sand traces
77 81.3 46.1 0.49 1 1.09 Slump UU 0.09
BHSP-LS4-30 27 Very soft gray organic
clay with organic matter
and ½" sand layer
228 98.3 30.0 452 137 315 0.14 13 1.38 Slump UU
BHSP-LS4-30 32 Very soft gray clay with
organic matter
106 74.6 36.2 0.11 12 1.67 Slump UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Jefferson Parish, Louisiana
NOTES Southeast Lake Salvador
Table B-1 Page 5 of 5
Consolidation TestTest Results
2.17
4.17
6.17
8.17
10.17
12.17
Stra
in (%
)
Before After Liquid Limits: 527 Test Date: 16 May 2011729.14 99.52 Plastic Limits: 141
Dry Density (pcf): 8.56 17.33 Plasticity Index (%): 386Saturation (%): 107.04 31.88Void Ratio: 14.1563 12.3598 Specific Gravity: 2.083 AssumedSample Description: Peat (PT)Project Number: 10883-011-00 Depth: 22 - 24 feet Remarks:Sample Number: Boring Number: BHSP-LS1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
12.17
14.170.010 0.100 1.000 10.000
Pressure (tsf)
Consolidation TestTest Results
12.7647
12.9647
13.1647
13.3647
13.5647
13.7647
13.9647
Void
Rat
io
Before After Liquid Limits: 527 Test Date: 16 May 2011729.14 99.52 Plastic Limits: 141
Dry Density (pcf): 8.56 17.33 Plasticity Index (%): 386Saturation (%): 107.04 31.88Void Ratio: 14.1563 12.3598 Specific Gravity: 2.083 AssumedSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 22 - 24 feet Remarks:Sample Number: Boring Number: BHSP-LS1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
12.3647
12.5647
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
1000.0000
2000.0000
3000.0000
4000.0000
5000.0000
6000.0000
7000.0000
8000.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 527 Test Date: 16 May 2011729.14 99.52 Plastic Limits: 141
Dry Density (pcf): 8.56 17.33 Plasticity Index (%): 386Saturation (%): 107.04 31.88Void Ratio: 14.1563 12.3598 Specific Gravity: 2.083 AssumedSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 22 - 24 feet Remarks:Sample Number: Boring Number: BHSP-LS1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
1000.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
50.0000
100.0000
150.0000
200.0000
250.0000
300.0000
350.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 527 Test Date: 16 May 2011729.14 99.52 Plastic Limits: 141
Dry Density (pcf): 8.56 17.33 Plasticity Index (%): 386Saturation (%): 107.04 31.88Void Ratio: 14.1563 12.3598 Specific Gravity: 2.083 AssumedSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 22 - 24 feet Remarks:Sample Number: Boring Number: BHSP-LS1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
50.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.6611Ymax
Consolidation TestTest Results
0.681
0.691
0.701
0.711
0.721
0.731
0.741
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 527 Test Date: 16 May 2011729.14 99.52 Plastic Limits: 141
Dry Density (pcf): 8.56 17.33 Plasticity Index (%): 386Saturation (%): 107.04 31.88Void Ratio: 14.1563 12.3598 Specific Gravity: 2.083 AssumedSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 22 - 24 feet Remarks:Sample Number: Boring Number: BHSP-LS1-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.661
0.671
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-LS1-30
Peat (PT)D
epth:22 - 24 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:16 M
ay 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.70050.00
14.16190.000
0.0000.000
0.0000.031
0.01630.7337
0.68422.17
13.83232.671
0.924155.936
104.7180.063
0.02030.7297
0.68022.71
13.75150.660
0.497623.985
192.4320.125
0.02870.7213
0.67183.83
13.58170.644
0.317625.612
294.6420.250
0.04150.7085
0.65905.53
13.32291.063
0.378365.290
238.4690.500
0.05000.7000
0.65056.67
13.15110.588
0.350644.351
251.5131.000
0.05910.6909
0.64147.88
12.96710.278
11.6021327.754
7.3960.250
0.05750.6925
0.64307.67
12.99950.000
0.0000.000
0.0000.063
0.05610.6939
0.64447.48
13.02780.000
0.0000.000
0.0000.250
0.05720.6928
0.64337.63
13.00550.051
1.4987328.154
57.5920.500
0.06010.6899
0.64048.01
12.94690.301
0.2941224.954
291.2411.000
0.07130.6787
0.62929.51
12.72050.101
0.2843540.636
291.3832.000
0.08890.6611
0.611611.85
12.36470.198
0.3311710.720
237.210Predicted value indicated w
ith *12 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Sample Number: Sample Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 527.0000 Initial Void Ratio: 14.1563 Initial Height (in): 0.7500Plastic Limit: 141.0000 Plasticity Index (%): 386.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.0830 Weight of Ring (g): 220.0600
Assumed
Void RatioSaturation (%)
Dry Density (pcf)
56.6942.0627.36
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 99.52
97.7631.7022.64
729.1412.3598
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
31.8817.33
14.1563107.048.56
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:16 M
ay 2011T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-LS1-30
Peat (PT)D
epth:22 - 24 feet
Rem
arks:Sam
ple Type:
Undisturbed
Axial Strain
Void R
atio(%
)0
0.000014.1563
10.2267
14.12192
0.346714.1037
30.3733
14.09974
0.413314.0936
50.4533
14.08766
0.466714.0856
70.5733
14.06948
0.626714.0613
90.8000
14.035010
1.053313.9966
111.3200
13.956212
1.613313.9118
131.6800
13.901714
1.813313.8814
151.8400
13.877416
1.906713.8673
00:10:000.0143
0.013800:15:01
0.01480.0143
00:05:000.0131
0.012600:08:00
0.01410.0136
00:02:000.0104
0.009900:04:00
0.01260.0121
00:00:300.0065
0.006000:01:00
0.00840.0079
00:00:120.0048
0.004300:00:15
0.00520.0047
00:00:050.0039
0.003400:00:06
0.00400.0035
00:00:030.0033
0.002800:00:04
0.00360.0031
00:00:020.0031
0.0026
Tim
eD
isplacement
(in )00:00:00
0.00050.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)
00:00:010.0022
0.0017
0.00180.00380.00580.00780.00980.01180.01380.01580.01780.0198
0.05.0
10.015.0
20.025.0
30.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.00180.0038
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 26
171.9467
13.861218
2.026713.8491
192.0533
13.845120
2.066713.8431
212.0933
13.839022
2.093313.8390
232.1067
13.837024
2.106713.8370
252.1067
13.837026
2.120013.8350
272.1200
13.835028
2.120013.8350
292.1333
13.832930
2.133313.8329
312.1467
13.830932
2.146713.8309
332.1467
13.830934
2.146713.8309
352.1600
13.828936
2.160013.8289
09:00:410.0167
0.016209:30:43
0.01670.0162
08:00:360.0166
0.016108:30:38
0.01660.0161
07:00:310.0166
0.016107:30:34
0.01660.0161
06:00:270.0165
0.016006:30:29
0.01650.0160
05:00:220.0164
0.015905:30:25
0.01640.0159
04:00:180.0163
0.015804:30:20
0.01640.0159
03:00:130.0163
0.015803:30:16
0.01630.0158
02:00:090.0162
0.015702:30:11
0.01620.0157
01:00:040.0159
0.015401:30:06
0.01600.0155
00:20:010.0151
0.014600:40:03
0.01570.0152
0.00180.00380.00580.00780.00980.01180.01380.01580.01780.10
1.0010.00
100.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 26
37 2.1600 13.828938 2.1600 13.828939 2.1600 13.828940 2.1600 13.828941 2.1600 13.828942 2.1733 13.826943 2.1733 13.826944 2.1733 13.826945 2.1733 13.826946 2.1733 13.826947 2.1733 13.826948 2.1733 13.826949 2.1733 13.826950 2.1733 13.8269
16:01:12 0.0168 0.016316:05:28 0.0168 0.0163
15:01:08 0.0168 0.016315:31:10 0.0168 0.0163
14:01:03 0.0168 0.016314:31:05 0.0168 0.0163
13:00:59 0.0168 0.016313:31:01 0.0168 0.0163
12:00:54 0.0167 0.016212:30:56 0.0168 0.0163
11:00:50 0.0167 0.016211:30:52 0.0167 0.0162
10:00:45 0.0167 0.016210:30:47 0.0167 0.0162
Page 9 of 26Page 9 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 2.1733 13.82691 2.2667 13.81272 2.3333 13.80263 2.3467 13.80064 2.3600 13.79865 2.3733 13.79666 2.3733 13.79667 2.4267 13.78858 2.4400 13.78659 2.4800 13.7804
10 2.5067 13.776411 2.5333 13.772312 2.5600 13.768313 2.5600 13.768314 2.5733 13.766315 2.5733 13.766316 2.5867 13.7642
00:10:01 0.0198 0.019300:15:01 0.0199 0.0194
00:05:01 0.0197 0.019200:08:01 0.0198 0.0193
00:02:00 0.0195 0.019000:04:01 0.0197 0.0192
00:00:30 0.0191 0.018600:01:00 0.0193 0.0188
00:00:12 0.0187 0.018200:00:15 0.0188 0.0183
00:00:05 0.0183 0.017800:00:06 0.0183 0.0178
00:00:03 0.0181 0.017600:00:04 0.0182 0.0177
00:00:02 0.0180 0.0175
Settlement(in)
Displacement
00:00:00 0.0168 0.0163
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time
00:00:01 0.0175 0.0170
0.01740.01790.01840.01890.01940.01990.02040.02090.0214
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 26
17 2.5867 13.764218 2.6000 13.762219 2.6133 13.760220 2.6400 13.756221 2.6400 13.756222 2.6533 13.754123 2.6667 13.752124 2.6800 13.750125 2.6800 13.750126 2.6933 13.748127 2.6933 13.748128 2.6933 13.748129 2.7067 13.746130 2.7067 13.746131 2.7067 13.746132 2.7067 13.746133 2.7067 13.746107:47:58 0.0208 0.0203
07:00:32 0.0208 0.020307:30:34 0.0208 0.0203
06:00:28 0.0208 0.020306:30:30 0.0208 0.0203
05:00:23 0.0207 0.020205:30:25 0.0207 0.0202
04:00:19 0.0206 0.020104:30:21 0.0207 0.0202
03:00:14 0.0205 0.020003:30:16 0.0206 0.0201
02:00:10 0.0203 0.019802:30:12 0.0204 0.0199
01:00:05 0.0201 0.019601:30:07 0.0203 0.0198
00:20:02 0.0199 0.019400:40:03 0.0200 0.0195
0.0182
0.0187
0.0192
0.0197
0.0202
0.0207
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 2.7067 13.74611 2.7467 13.74002 2.7467 13.74003 2.7467 13.74004 2.7733 13.73595 2.8133 13.72996 2.7733 13.73597 3.0933 13.68748 3.1333 13.68149 3.3333 13.6511
10 3.4533 13.632911 3.5467 13.618712 3.5733 13.614713 3.6000 13.610714 3.6267 13.606615 3.6400 13.604616 3.6533 13.602600:15:01 0.0279 0.0274
00:08:01 0.0277 0.027200:10:01 0.0278 0.0273
00:04:00 0.0273 0.026800:05:01 0.0275 0.0270
00:01:00 0.0264 0.025900:02:00 0.0271 0.0266
00:00:15 0.0240 0.023500:00:30 0.0255 0.0250
00:00:06 0.0213 0.020800:00:12 0.0237 0.0232
00:00:05 0.0216 0.0211
00:00:02 0.0211 0.020600:00:03 0.0211 0.0206
00:00:00 0.0208 0.020300:00:01 0.0211 0.0206
00:00:04 0.0213 0.0208
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement(in)
Settlement(in)
0.0185
0.0205
0.0225
0.0245
0.0265
0.0285
0.0305
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
17 3.6667 13.600618 3.6933 13.596519 3.7067 13.594520 3.7333 13.590421 3.7467 13.588422 3.7600 13.586423 3.7600 13.586424 3.7600 13.586425 3.7733 13.584426 3.7733 13.584427 3.7733 13.584428 3.7733 13.584429 3.7733 13.584430 3.7867 13.582431 3.7867 13.582432 3.7867 13.582433 3.7867 13.582434 3.7867 13.582435 3.7867 13.582436 3.8000 13.580309:30:43 0.0290 0.0285
08:30:39 0.0289 0.028409:00:41 0.0289 0.0284
07:30:34 0.0289 0.028408:00:36 0.0289 0.0284
06:30:30 0.0289 0.028407:00:32 0.0289 0.0284
05:30:25 0.0288 0.028306:00:27 0.0288 0.0283
04:30:21 0.0288 0.028305:00:23 0.0288 0.0283
03:30:16 0.0287 0.028204:00:18 0.0288 0.0283
02:30:12 0.0287 0.028203:00:14 0.0287 0.0282
01:30:07 0.0285 0.028002:00:09 0.0286 0.0281
00:40:03 0.0282 0.027701:00:05 0.0283 0.0278
00:20:02 0.0280 0.0275 0.02120.02220.02320.02420.02520.02620.02720.02820.0292
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 26
37 3.8000 13.580338 3.8000 13.580339 3.8000 13.580340 3.8000 13.580341 3.8000 13.580342 3.8133 13.578343 3.8133 13.578344 3.8133 13.578345 3.8133 13.578346 3.8133 13.578347 3.8133 13.578348 3.8133 13.578349 3.8267 13.5763
15:31:11 0.0291 0.028615:49:04 0.0292 0.0287
14:31:06 0.0291 0.028615:01:09 0.0291 0.0286
13:31:02 0.0291 0.028614:01:04 0.0291 0.0286
12:30:57 0.0291 0.028613:00:59 0.0291 0.0286
11:30:52 0.0290 0.028512:00:55 0.0290 0.0285
10:30:48 0.0290 0.028511:00:50 0.0290 0.0285
10:00:46 0.0290 0.0285
Page 12 of 26Page 12 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 3.8267 13.57631 3.9733 13.55412 4.2667 13.50963 4.3467 13.49754 4.4133 13.48745 4.4533 13.48136 4.4933 13.47537 4.6400 13.45308 4.7067 13.44299 4.9067 13.4126
10 5.1467 13.376211 5.2933 13.354012 5.3733 13.341913 5.3733 13.341914 5.3867 13.339915 5.4000 13.337816 5.4133 13.3358
00:10:01 0.0410 0.040500:15:01 0.0411 0.0406
00:05:00 0.0408 0.040300:08:01 0.0409 0.0404
00:02:00 0.0402 0.039700:04:00 0.0408 0.0403
00:00:30 0.0373 0.036800:01:00 0.0391 0.0386
00:00:12 0.0353 0.034800:00:15 0.0358 0.0353
00:00:05 0.0339 0.033400:00:06 0.0342 0.0337
00:00:03 0.0331 0.032600:00:04 0.0336 0.0331
00:00:02 0.0325 0.0320
(in)Settlement
(in)00:00:00 0.0292 0.0287
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:01 0.0303 0.0298
0.0302
0.0322
0.0342
0.0362
0.0382
0.0402
0.0422
0.0442
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 26
17 5.4267 13.333818 5.4400 13.331819 5.4533 13.329820 5.4667 13.327721 5.4800 13.325722 5.4800 13.325723 5.4800 13.325724 5.4800 13.325725 5.4800 13.325726 5.4800 13.325727 5.4800 13.325728 5.4800 13.325729 5.4800 13.325730 5.5333 13.3176
05:59:37 0.0416 0.041106:39:40 0.0420 0.0415
04:59:46 0.0416 0.041105:29:42 0.0416 0.0411
03:59:55 0.0416 0.041104:29:51 0.0416 0.0411
03:00:04 0.0416 0.041103:30:00 0.0416 0.0411
02:00:09 0.0416 0.041102:30:09 0.0416 0.0411
01:00:04 0.0414 0.040901:30:07 0.0415 0.0410
00:20:01 0.0412 0.040700:40:03 0.0413 0.0408
0.0325
0.0345
0.0365
0.0385
0.0405
0.0425
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 5.5333 13.31761 5.7067 13.29142 6.0800 13.23483 6.1600 13.22274 6.2000 13.21665 6.2533 13.20856 6.2933 13.20247 6.4000 13.18638 6.4133 13.18439 6.4933 13.1721
10 6.5067 13.170111 6.5333 13.166112 6.5467 13.164113 6.5467 13.164114 6.5600 13.162015 6.5600 13.162016 6.5733 13.1600
00:10:01 0.0497 0.049200:15:01 0.0498 0.0493
00:05:01 0.0496 0.049100:08:01 0.0497 0.0492
00:02:00 0.0495 0.049000:04:01 0.0496 0.0491
00:00:30 0.0492 0.048700:01:00 0.0493 0.0488
00:00:12 0.0485 0.048000:00:15 0.0486 0.0481
00:00:05 0.0474 0.046900:00:06 0.0477 0.0472
00:00:03 0.0467 0.046200:00:04 0.0470 0.0465
00:00:02 0.0461 0.0456
SettlementDisplacement(in)
00:00:00 0.0420 0.0415
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)
00:00:01 0.0433 0.0428
0.04320.04420.04520.04620.04720.04820.04920.05020.0512
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 26
17 6.5733 13.160018 6.5733 13.160019 6.5867 13.158020 6.6133 13.153921 6.6133 13.153922 6.6133 13.153923 6.6133 13.153924 6.6267 13.151925 6.6267 13.151926 6.6267 13.151927 6.6267 13.151928 6.6267 13.151929 6.6267 13.151930 6.6267 13.151931 6.6267 13.151932 6.6267 13.151933 6.6267 13.151934 6.6267 13.151935 6.6267 13.151936 6.6267 13.1519
09:00:41 0.0502 0.049709:30:44 0.0502 0.0497
08:00:37 0.0502 0.049708:30:39 0.0502 0.0497
07:00:32 0.0502 0.049707:30:35 0.0502 0.0497
06:00:28 0.0502 0.049706:30:30 0.0502 0.0497
05:00:23 0.0502 0.049705:30:25 0.0502 0.0497
04:00:19 0.0502 0.049704:30:21 0.0502 0.0497
03:00:14 0.0501 0.049603:30:16 0.0502 0.0497
02:00:09 0.0501 0.049602:30:12 0.0501 0.0496
01:00:05 0.0499 0.049401:30:07 0.0501 0.0496
00:20:02 0.0498 0.049300:40:03 0.0498 0.0493
0.0476
0.0481
0.0486
0.0491
0.0496
0.0501
0.0506
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 26
37 6.6267 13.151938 6.6267 13.151939 6.6267 13.151940 6.6267 13.151941 6.6267 13.151942 6.6267 13.151943 6.6267 13.151944 6.6267 13.151945 6.6267 13.151946 6.6267 13.151947 6.6267 13.151948 6.6267 13.151949 6.6267 13.151950 6.6267 13.151951 6.6267 13.151952 6.6267 13.151953 6.6400 13.149954 6.6400 13.149955 6.6400 13.149956 6.6533 13.147957 6.6533 13.147958 6.6533 13.147959 6.6533 13.147960 6.6533 13.147961 6.6533 13.147962 6.6667 13.1459
22:01:41 0.0504 0.049922:31:18 0.0505 0.0500
21:01:36 0.0504 0.049921:31:39 0.0504 0.0499
20:01:32 0.0504 0.049920:31:34 0.0504 0.0499
19:01:27 0.0503 0.049819:31:29 0.0504 0.0499
18:01:23 0.0503 0.049818:31:25 0.0503 0.0498
17:01:18 0.0502 0.049717:31:20 0.0502 0.0497
16:01:13 0.0502 0.049716:31:16 0.0502 0.0497
15:01:09 0.0502 0.049715:31:11 0.0502 0.0497
14:01:04 0.0502 0.049714:31:06 0.0502 0.0497
13:01:00 0.0502 0.049713:31:02 0.0502 0.0497
12:00:55 0.0502 0.049712:30:57 0.0502 0.0497
11:00:51 0.0502 0.049711:30:53 0.0502 0.0497
10:00:46 0.0502 0.049710:30:48 0.0502 0.0497
Page 15 of 26Page 15 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 6.6667 13.14591 7.1200 13.07722 7.3467 13.04283 7.4000 13.03474 7.4400 13.02875 7.4533 13.02666 7.4667 13.02467 7.5600 13.01058 7.5733 13.00849 7.6000 13.0044
10 7.6267 13.000411 7.6400 12.998312 7.6533 12.996313 7.6667 12.994314 7.6667 12.994315 7.6667 12.994316 7.6933 12.990300:15:01 0.0582 0.0577
00:08:00 0.0580 0.057500:10:00 0.0580 0.0575
00:04:00 0.0579 0.057400:05:00 0.0580 0.0575
00:01:00 0.0577 0.057200:02:00 0.0578 0.0573
00:00:15 0.0573 0.056800:00:30 0.0575 0.0570
00:00:06 0.0565 0.056000:00:12 0.0572 0.0567
00:00:04 0.0563 0.055800:00:05 0.0564 0.0559
00:00:02 0.0556 0.055100:00:03 0.0560 0.0555
00:00:00 0.0505 0.050000:00:01 0.0539 0.0534
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
0.0530
0.0540
0.0550
0.0560
0.0570
0.0580
0.0590
0.0600
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 26
17 7.6933 12.990318 7.6933 12.990319 7.8133 12.972120 7.8133 12.972121 7.8267 12.970022 7.8400 12.968023 7.8400 12.968024 7.8400 12.968025 7.8400 12.968026 7.8400 12.968027 7.8400 12.968028 7.8400 12.968029 7.8667 12.964030 7.8667 12.964031 7.8667 12.964032 7.8667 12.964033 7.8667 12.964034 7.8667 12.964035 7.8667 12.964036 7.8667 12.964009:30:43 0.0595 0.0590
08:30:39 0.0595 0.059009:00:41 0.0595 0.0590
07:30:34 0.0595 0.059008:00:36 0.0595 0.0590
06:30:29 0.0595 0.059007:00:32 0.0595 0.0590
05:30:25 0.0593 0.058806:00:27 0.0595 0.0590
04:30:20 0.0593 0.058805:00:22 0.0593 0.0588
03:30:16 0.0593 0.058804:00:18 0.0593 0.0588
02:30:11 0.0593 0.058803:00:13 0.0593 0.0588
01:30:06 0.0591 0.058602:00:09 0.0592 0.0587
00:40:03 0.0582 0.057701:00:04 0.0591 0.0586
00:20:01 0.0582 0.0577 0.0564
0.0569
0.0574
0.0579
0.0584
0.0589
0.0594
0.0599
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 26
37 7.8667 12.964038 7.8667 12.964039 7.8667 12.964040 7.8667 12.964041 7.8667 12.964042 7.8667 12.964043 7.8667 12.964044 7.8667 12.964045 7.8667 12.964046 7.8667 12.964047 7.8667 12.964048 7.8667 12.964049 7.8667 12.964050 7.8667 12.964051 7.8667 12.964052 7.8667 12.964053 7.8800 12.962054 7.8800 12.962055 7.8800 12.9620
18:31:24 0.0596 0.059118:50:46 0.0596 0.0591
17:31:20 0.0595 0.059018:01:22 0.0596 0.0591
16:31:15 0.0595 0.059017:01:18 0.0595 0.0590
15:31:11 0.0595 0.059016:01:13 0.0595 0.0590
14:31:06 0.0595 0.059015:01:08 0.0595 0.0590
13:31:02 0.0595 0.059014:01:04 0.0595 0.0590
12:30:57 0.0595 0.059013:00:59 0.0595 0.0590
11:30:52 0.0595 0.059012:00:55 0.0595 0.0590
10:30:48 0.0595 0.059011:00:50 0.0595 0.0590
10:00:45 0.0595 0.0590
Page 17 of 26Page 17 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.8800 12.96201 7.7200 12.98622 7.7200 12.98623 7.6800 12.99234 7.6800 12.99235 7.6800 12.99236 7.6800 12.99237 7.6800 12.99238 7.6800 12.99239 7.6800 12.9923
10 7.6800 12.992311 7.6800 12.992312 7.6667 12.994313 7.6667 12.994314 7.6667 12.994315 7.6667 12.994316 7.6667 12.994300:15:01 0.0580 0.0575
00:08:00 0.0580 0.057500:10:00 0.0580 0.0575
00:04:00 0.0580 0.057500:05:00 0.0580 0.0575
00:01:00 0.0581 0.057600:02:00 0.0581 0.0576
00:00:15 0.0581 0.057600:00:30 0.0581 0.0576
00:00:06 0.0581 0.057600:00:12 0.0581 0.0576
00:00:04 0.0581 0.057600:00:05 0.0581 0.0576
00:00:02 0.0584 0.057900:00:03 0.0581 0.0576
00:00:00 0.0596 0.059100:00:01 0.0584 0.0579
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime Displacement(in) (in)
0.05780.05790.05800.05810.05820.05830.05840.05850.0586
0.0 2.0 4.0 6.0 8.0 10.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 18 of 26
16 7.6667 12.994317 7.6667 12.994318 7.6667 12.994319 7.6667 12.994320 7.6667 12.994321 7.6667 12.9943
Tested By: Checked By:
00:40:03 0.0580 0.0575
01:44:29 0.0580 0.0575
01:00:04 0.0580 0.057501:30:06 0.0580 0.0575
00:15:01 0.0580 0.057500:20:01 0.0580 0.0575 0.0578
0.0578
0.0579
0.0579
0.0580
0.0580
0.05810.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load7Log
Page 18 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.6667 12.99431 7.5333 13.01452 7.5333 13.01453 7.5333 13.01454 7.5333 13.01455 7.5333 13.01456 7.5333 13.01457 7.5333 13.01458 7.4933 13.02069 7.4933 13.0206
10 7.4800 13.022611 7.4800 13.022612 7.4800 13.022613 7.4800 13.022614 7.4800 13.022615 7.4800 13.022616 7.4800 13.022600:15:01 0.0566 0.0561
00:08:01 0.0566 0.056100:10:01 0.0566 0.0561
00:04:00 0.0566 0.056100:05:00 0.0566 0.0561
00:01:00 0.0566 0.056100:02:00 0.0566 0.0561
00:00:15 0.0567 0.056200:00:30 0.0567 0.0562
00:00:06 0.0570 0.056500:00:12 0.0570 0.0565
00:00:04 0.0570 0.056500:00:05 0.0570 0.0565
00:00:02 0.0570 0.056500:00:03 0.0570 0.0565
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.0570 0.0565
(in)Index Time (in)00:00:00 0.0580 0.0575
0.0565
0.0566
0.0567
0.0568
0.0569
0.0570
0.0571
0.05720.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 19 of 26
16 7.4800 13.022617 7.4800 13.022618 7.4800 13.022619 7.4800 13.022620 7.4800 13.022621 7.4800 13.022622 7.4800 13.022623 7.4800 13.022624 7.4800 13.022625 7.4800 13.0226
Tested By: Checked By:
03:30:16 0.0566 0.056103:57:53 0.0566 0.0561
02:30:11 0.0566 0.056103:00:14 0.0566 0.0561
01:30:07 0.0566 0.056102:00:09 0.0566 0.0561
00:40:03 0.0566 0.056101:00:05 0.0566 0.0561
00:15:01 0.0566 0.056100:20:01 0.0566 0.0561 0.0565
0.0566
0.0567
0.0568
0.0569
0.0570
0.0571
0.05720.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load8Log
Page 19 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.4800 13.02261 7.5067 13.01862 7.5733 13.00843 7.5733 13.00844 7.5733 13.00845 7.5733 13.00846 7.5733 13.00847 7.6000 13.00448 7.6000 13.00449 7.6000 13.0044
10 7.6000 13.004411 7.6133 13.002412 7.6267 13.000413 7.6267 13.000414 7.6267 13.000415 7.6267 13.000416 7.6267 13.000400:15:01 0.0577 0.0572
00:08:01 0.0577 0.057200:10:01 0.0577 0.0572
00:04:01 0.0577 0.057200:05:01 0.0577 0.0572
00:01:00 0.0575 0.057000:02:00 0.0576 0.0571
00:00:15 0.0575 0.057000:00:30 0.0575 0.0570
00:00:06 0.0573 0.056800:00:12 0.0575 0.0570
00:00:04 0.0573 0.056800:00:05 0.0573 0.0568
00:00:02 0.0573 0.056800:00:03 0.0573 0.0568
00:00:00 0.0566 0.056100:00:01 0.0568 0.0563
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
0.0556
0.0561
0.0566
0.0571
0.0576
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 26
16 7.6267 13.000417 7.6267 13.000418 7.6267 13.000419 7.6267 13.000420 7.6267 13.000421 7.6267 13.000422 7.6267 13.000423 7.6267 13.000424 7.6267 13.000425 7.6267 13.000426 7.6267 13.000427 7.6267 13.000428 7.6267 13.000429 7.6267 13.000430 7.6267 13.000431 7.6267 13.000432 7.6267 13.000433 7.6267 13.000434 7.6267 13.000435 7.6267 13.000436 7.6267 13.000409:30:43 0.0577 0.0572
08:30:39 0.0577 0.057209:00:41 0.0577 0.0572
07:30:34 0.0577 0.057208:00:37 0.0577 0.0572
06:30:30 0.0577 0.057207:00:32 0.0577 0.0572
05:30:25 0.0577 0.057206:00:28 0.0577 0.0572
04:30:21 0.0577 0.057205:00:23 0.0577 0.0572
03:30:16 0.0577 0.057204:00:18 0.0577 0.0572
02:30:12 0.0577 0.057203:00:14 0.0577 0.0572
01:30:07 0.0577 0.057202:00:09 0.0577 0.0572
00:40:03 0.0577 0.057201:00:05 0.0577 0.0572
00:15:01 0.0577 0.057200:20:02 0.0577 0.0572 0.0572
0.05730.05740.05750.05760.05770.05780.0579
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 26
37 7.6267 13.000438 7.6267 13.000439 7.6267 13.000440 7.6267 13.000441 7.6267 13.000442 7.6267 13.000443 7.6267 13.000444 7.6267 13.000445 7.6267 13.000446 7.6267 13.000447 7.6267 13.000448 7.6267 13.000449 7.6267 13.000450 7.6267 13.000451 7.6267 13.000452 7.6267 13.000453 7.6267 13.000454 7.6267 13.000455 7.6267 13.000456 7.6267 13.000457 7.6267 13.000458 7.6267 13.000459 7.6267 13.0004
20:31:34 0.0577 0.057220:46:32 0.0577 0.0572
19:31:29 0.0577 0.057220:01:31 0.0577 0.0572
18:31:25 0.0577 0.057219:01:27 0.0577 0.0572
17:31:20 0.0577 0.057218:01:22 0.0577 0.0572
16:31:15 0.0577 0.057217:01:18 0.0577 0.0572
15:31:11 0.0577 0.057216:01:13 0.0577 0.0572
14:31:06 0.0577 0.057215:01:09 0.0577 0.0572
13:31:02 0.0577 0.057214:01:04 0.0577 0.0572
12:30:57 0.0577 0.057213:00:59 0.0577 0.0572
11:30:53 0.0577 0.057212:00:55 0.0577 0.0572
10:30:48 0.0577 0.057211:00:50 0.0577 0.0572
10:00:46 0.0577 0.0572
Page 21 of 26Page 21 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.6267 13.00041 7.7733 12.97812 7.7867 12.97613 7.8133 12.97214 7.8267 12.97005 7.8400 12.96806 7.8400 12.96807 7.9333 12.95398 7.9333 12.95399 7.9600 12.9498
10 7.9867 12.945811 7.9867 12.945812 8.0000 12.943813 8.0000 12.943814 8.0000 12.943815 8.0000 12.943816 8.0000 12.943800:15:01 0.0605 0.0600
00:08:01 0.0605 0.060000:10:01 0.0605 0.0600
00:04:00 0.0605 0.060000:05:00 0.0605 0.0600
00:01:00 0.0604 0.059900:02:00 0.0604 0.0599
00:00:15 0.0600 0.059500:00:30 0.0602 0.0597
00:00:06 0.0593 0.058800:00:12 0.0600 0.0595
00:00:04 0.0592 0.058700:00:05 0.0593 0.0588
00:00:02 0.0589 0.058400:00:03 0.0591 0.0586
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
00:00:01
Displacement(in)
Settlement(in)
0.0588 0.058300:00:00 0.0577 0.0572
0.0580
0.0585
0.0590
0.0595
0.0600
0.0605
0.06100.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 22 of 26
16 8.0000 12.943817 8.0000 12.943818 8.0000 12.943819 8.0000 12.943820 8.0000 12.943821 8.0000 12.943822 8.0000 12.943823 8.0000 12.943824 8.0000 12.943825 8.0000 12.943826 8.0000 12.943827 8.0133 12.941828 8.0133 12.941829 8.0133 12.941830 8.0133 12.941831 8.0133 12.941832 8.0133 12.941833 8.0133 12.941834 8.0133 12.941835 8.0133 12.941836 8.0133 12.941809:30:43 0.0606 0.0601
08:30:39 0.0606 0.060109:00:41 0.0606 0.0601
07:30:34 0.0606 0.060108:00:37 0.0606 0.0601
06:30:30 0.0606 0.060107:00:32 0.0606 0.0601
05:30:25 0.0606 0.060106:00:27 0.0606 0.0601
04:30:21 0.0605 0.060005:00:23 0.0606 0.0601
03:30:16 0.0605 0.060004:00:18 0.0605 0.0600
02:30:11 0.0605 0.060003:00:14 0.0605 0.0600
01:30:07 0.0605 0.060002:00:09 0.0605 0.0600
00:40:03 0.0605 0.060001:00:05 0.0605 0.0600
00:15:01 0.0605 0.060000:20:02 0.0605 0.0600 0.0592
0.05940.05960.05980.06000.06020.06040.06060.0608
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 22 of 26
37 8.0133 12.941838 8.0133 12.941839 8.0133 12.941840 8.0133 12.941841 8.0133 12.941842 8.0133 12.941843 8.0133 12.941844 8.0133 12.941845 8.0133 12.941846 8.0133 12.941847 8.0133 12.941848 8.0133 12.941849 8.0133 12.941850 8.0133 12.941851 8.0133 12.941852 8.0133 12.941853 8.0133 12.941854 8.0133 12.941855 8.0133 12.941856 8.0133 12.941857 8.0133 12.941858 8.0133 12.941859 8.0133 12.941860 8.0133 12.941861 8.0133 12.941862 8.0133 12.941863 8.0133 12.941864 8.0133 12.941865 8.0133 12.941866 8.0133 12.941867 8.0133 12.941868 8.0133 12.941869 8 0133 12 9418
25:31:56 0.0606 0.060126:01:59 0 0606 0 0601
24:31:52 0.0606 0.060125:01:54 0.0606 0.0601
23:31:47 0.0606 0.060124:01:50 0.0606 0.0601
22:31:43 0.0606 0.060123:01:45 0.0606 0.0601
21:31:38 0.0606 0.060122:01:40 0.0606 0.0601
20:31:33 0.0606 0.060121:01:36 0.0606 0.0601
19:31:29 0.0606 0.060120:01:31 0.0606 0.0601
18:31:24 0.0606 0.060119:01:27 0.0606 0.0601
17:31:20 0.0606 0.060118:01:22 0.0606 0.0601
16:31:15 0.0606 0.060117:01:18 0.0606 0.0601
15:31:11 0.0606 0.060116:01:13 0.0606 0.0601
14:31:06 0.0606 0.060115:01:09 0.0606 0.0601
13:31:02 0.0606 0.060114:01:04 0.0606 0.0601
12:30:57 0.0606 0.060113:00:59 0.0606 0.0601
11:30:53 0.0606 0.060112:00:55 0.0606 0.0601
10:30:48 0.0606 0.060111:00:50 0.0606 0.0601
10:00:46 0.0606 0.0601
Page 23 of 26
69 8.0133 12.941870 8.0133 12.941871 8.0133 12.941872 8.0133 12.941873 8.0133 12.9418
27:32:06 0.0606 0.060127:32:52 0.0606 0.0601
26:32:01 0.0606 0.060127:02:03 0.0606 0.0601
26:01:59 0.0606 0.0601
Page 23 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 8.0133 12.94181 8.4667 12.87312 8.7200 12.83473 8.8800 12.81044 8.9600 12.79835 9.0133 12.79026 9.0533 12.78417 9.1333 12.77208 9.1600 12.76809 9.2800 12.7498
10 9.3467 12.739711 9.3867 12.733612 9.4000 12.731613 9.4000 12.731614 9.4133 12.729615 9.4133 12.729616 9.4267 12.727500:15:01 0.0712 0.0707
00:08:01 0.0711 0.070600:10:01 0.0711 0.0706
00:04:00 0.0710 0.070500:05:01 0.0710 0.0705
00:01:00 0.0706 0.070100:02:00 0.0709 0.0704
00:00:15 0.0692 0.068700:00:30 0.0701 0.0696
00:00:06 0.0684 0.067900:00:12 0.0690 0.0685
00:00:01 0.0640 0.0635
(in) (in)
00:00:04 0.0677 0.067200:00:05 0.0681 0.0676
00:00:02 0.0659 0.065400:00:03 0.0671 0.0666
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 1.000 tsf
TimeIndex
00:00:00 0.0606 0.0601
0.0598
0.0618
0.0638
0.0658
0.0678
0.0698
0.0718
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
16 9.4267 12.727517 9.4267 12.727518 9.4267 12.727519 9.4400 12.725520 9.4400 12.725521 9.4400 12.725522 9.4533 12.723523 9.4533 12.723524 9.4533 12.723525 9.4533 12.723526 9.4533 12.723527 9.4533 12.723528 9.4533 12.723529 9.4533 12.723530 9.4533 12.723531 9.4533 12.723532 9.4667 12.721533 9.4667 12.721534 9.4667 12.721535 9.4667 12.721536 9.4667 12.721509:30:43 0.0715 0.0710
08:30:39 0.0715 0.071009:00:41 0.0715 0.0710
07:30:34 0.0715 0.071008:00:37 0.0715 0.0710
06:30:30 0.0714 0.070907:00:32 0.0714 0.0709
05:30:25 0.0714 0.070906:00:28 0.0714 0.0709
04:30:21 0.0714 0.070905:00:23 0.0714 0.0709
03:30:16 0.0714 0.070904:00:18 0.0714 0.0709
02:30:12 0.0714 0.070903:00:14 0.0714 0.0709
01:30:07 0.0713 0.070802:00:09 0.0713 0.0708
00:40:03 0.0712 0.070701:00:05 0.0713 0.0708
00:15:01 0.0712 0.070700:20:02 0.0712 0.0707
0.06760.06810.06860.06910.06960.07010.07060.07110.07160.0721
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 24 of 26
37 9.4667 12.721538 9.4667 12.721539 9.4667 12.721540 9.4667 12.721541 9.4667 12.721542 9.4667 12.721543 9.4667 12.721544 9.4667 12.721545 9.4667 12.721546 9.4667 12.721547 9.4667 12.721548 9.4667 12.721549 9.4667 12.721550 9.4667 12.721551 9.4667 12.721552 9.4667 12.721553 9.5067 12.7154
17:31:20 0.0715 0.071017:51:40 0.0718 0.0713
16:31:16 0.0715 0.071017:01:18 0.0715 0.0710
15:31:11 0.0715 0.071016:01:13 0.0715 0.0710
14:31:06 0.0715 0.071015:01:09 0.0715 0.0710
13:31:02 0.0715 0.071014:01:04 0.0715 0.0710
12:30:57 0.0715 0.071013:00:59 0.0715 0.0710
11:30:53 0.0715 0.071012:00:55 0.0715 0.0710
10:30:48 0.0715 0.071011:00:50 0.0715 0.0710
10:00:46 0.0715 0.0710
Page 25 of 26Page 25 of 26
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS1-30 Peat (PT)Depth: 22 - 24 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 9.5067 12.71541 9.5200 12.71342 9.5200 12.71343 9.5200 12.71344 9.5200 12.71345 9.6933 12.68716 10.7733 12.52347 11.1467 12.46698 11.2267 12.45479 11.4000 12.4285
10 11.5200 12.410311 11.6133 12.396112 11.6533 12.390113 11.6667 12.388014 11.6933 12.384015 11.7067 12.382016 11.7200 12.380000:15:01 0.0884 0.0879
00:08:01 0.0882 0.087700:10:01 0.0883 0.0878
00:04:01 0.0879 0.087400:05:01 0.0880 0.0875
00:01:00 0.0869 0.086400:02:00 0.0876 0.0871
00:00:15 0.0847 0.084200:00:30 0.0860 0.0855
00:00:06 0.0813 0.080800:00:12 0.0841 0.0836
00:00:04 0.0719 0.071400:00:05 0.0732 0.0727
00:00:02 0.0719 0.071400:00:03 0.0719 0.0714
00:00:01 0.0719 0.0714
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Settlement(in) (in)
00:00:00 0.0718 0.0713
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement
0.04980.05480.05980.06480.06980.07480.07980.08480.0898
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 26
16 11.7200 12.380017 11.7200 12.380018 11.7333 12.377919 11.7333 12.377920 11.7467 12.375921 11.7467 12.375922 11.7600 12.373923 11.8400 12.361824 11.8533 12.3598
Tested By: Checked By:03:22:00 0.0894 0.0889
02:30:12 0.0887 0.088203:00:14 0.0893 0.0888
01:30:07 0.0886 0.088102:00:09 0.0886 0.0881
00:40:03 0.0885 0.088001:00:05 0.0885 0.0880
00:15:01 0.0884 0.087900:20:02 0.0884 0.0879 0.0812
0.08220.08320.08420.08520.08620.08720.08820.0892
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 26
Consolidation TestTest Results
0.00
10.00
20.00
30.00
40.00
50.00
60.00
Stra
in (%
)
Before After Liquid Limits: 167 Test Date: 24 May 11184.13 49.07 Plastic Limits: 51
Dry Density (pcf): 28.04 85.67 Plasticity Index (%): 116Saturation (%): 100.12 143.87Void Ratio: 4.7391 0.9865 Specific Gravity: 2.580 MeasuredSample Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 6 - 8 feet Remarks:Sample Number: Boring Number: BHSP-LS2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
70.00
0.010 0.100 1.000 10.000Pressure (tsf)
Consolidation TestTest Results
1.9000
2.4000
2.9000
3.4000
3.9000
4.4000
Void
Rat
io
Before After Liquid Limits: 167 Test Date: 24 May 11184.13 49.07 Plastic Limits: 51
Dry Density (pcf): 28.04 85.67 Plasticity Index (%): 116Saturation (%): 100.12 143.87Void Ratio: 4.7391 0.9865 Specific Gravity: 2.580 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 6 - 8 feet Remarks:Sample Number: Boring Number: BHSP-LS2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.9000
1.4000
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
1.0000
2.0000
3.0000
4.0000
5.0000
6.0000
7.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 167 Test Date: 24 May 11184.13 49.07 Plastic Limits: 51
Dry Density (pcf): 28.04 85.67 Plasticity Index (%): 116Saturation (%): 100.12 143.87Void Ratio: 4.7391 0.9865 Specific Gravity: 2.580 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 6 - 8 feet Remarks:Sample Number: Boring Number: BHSP-LS2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
1.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
1.0000
2.0000
3.0000
4.0000
5.0000
6.0000
7.0000
8.0000
9.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 167 Test Date: 24 May 11184.13 49.07 Plastic Limits: 51
Dry Density (pcf): 28.04 85.67 Plasticity Index (%): 116Saturation (%): 100.12 143.87Void Ratio: 4.7391 0.9865 Specific Gravity: 2.580 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 6 - 8 feet Remarks:Sample Number: Boring Number: BHSP-LS2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
1.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.2596Ymax
Consolidation TestTest Results
0.325
0.425
0.525
0.625
0.725
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 167 Test Date: 24 May 11184.13 49.07 Plastic Limits: 51
Dry Density (pcf): 28.04 85.67 Plasticity Index (%): 116Saturation (%): 100.12 143.87Void Ratio: 4.7391 0.9865 Specific Gravity: 2.580 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 6 - 8 feet Remarks:Sample Number: Boring Number: BHSP-LS2-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.225
0.325
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-LS2-30
Organic C
lay (OH
)D
epth:6 - 8 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:24 M
ay 11
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.61920.00
4.73480.000
0.0000.000
0.0000.031
0.06000.6900
0.55928.00
4.276060.553
10.1486.084
8.4340.063
0.08910.6609
0.530111.88
4.05351042.193
126.3680.324
0.6210.125
0.12600.6240
0.493216.80
3.7714* 325.2712
180.7060.926
0.3870.250
0.17930.5707
0.439923.91
3.3638791.933
142.0940.318
0.4120.500
0.25690.4931
0.362334.25
2.7704513.414
93.4320.366
0.4681.000
0.33000.4200
0.289244.00
2.2115337.859
73.3530.404
0.4320.250
0.30870.4413
0.310541.16
2.37440.000
0.0000.000
0.0000.063
0.27460.4754
0.344636.61
2.63510.000
0.0000.000
0.0000.250
0.29090.4591
0.328338.79
2.5105324.652
61.4620.502
0.6160.500
0.31200.4380
0.307241.60
2.3491263.614
55.5200.563
0.6211.000
0.34570.4043
0.273546.09
2.0914280.352
60.6310.451
0.4852.000
0.39740.3526
0.221852.99
1.6961353.183
76.5610.272
0.2924.000
0.44740.3026
0.171859.65
1.3138275.506
60.0300.257
0.2748.000
0.49040.2596
0.128865.39
0.9850281.586
61.9470.185
0.196Predicted value indicated w
ith *
121314 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Sample Number: Sample Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 167.0000 Initial Void Ratio: 4.7391 Initial Height (in): 0.7500Plastic Limit: 51.0000 Plasticity Index (%): 116.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.5800 Weight of Ring (g): 220.0800
Measured
Void RatioSaturation (%)
Dry Density (pcf)
59.0045.8819.14
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 49.07
103.1350.9122.55
184.130.9865
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
143.8785.67
4.7391100.1228.04
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:24 M
ay 11T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-LS2-30
Organic C
lay (OH
)D
epth:6 - 8 feet
Rem
arks:Sam
ple Type:
Undisturbed
Axial Strain
Void R
atio(%
)0
0.00004.7391
10.7333
4.69702
2.09334.6190
32.0533
4.62134
2.06674.6205
52.0800
4.61976
2.09334.6190
72.1333
4.61678
2.16004.6152
92.2533
4.609810
2.38674.6021
112.6000
4.589912
2.93334.5708
133.0667
4.563114
3.41334.5432
153.6133
4.531716
4.02674.5080
00:10:010.0282
0.027100:15:01
0.03130.0302
00:05:000.0241
0.023000:08:01
0.02670.0256
00:02:000.0206
0.019500:04:00
0.02310.0220
00:00:300.0180
0.016900:01:00
0.01900.0179
00:00:120.0171
0.016000:00:15
0.01730.0162
00:00:050.0167
0.015600:00:06
0.01680.0157
00:00:030.0165
0.015400:00:04
0.01660.0155
00:00:010.0066
0.005500:00:02
0.01680.0157
Tim
eD
isplacement
(in )00:00:00
0.00110.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)
0.0065
0.0165
0.0265
0.0365
0.0465
0.0565
0.0665
0.05.0
10.015.0
20.025.0
30.035.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0142
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 35
174.3467
4.489718
5.14674.4437
195.5600
4.420020
5.90674.4001
216.1333
4.387122
6.32004.3764
236.4933
4.366524
6.61334.3596
256.7333
4.352726
6.84004.3466
276.9333
4.341228
7.02674.3359
297.1067
4.331330
7.17334.3274
317.2400
4.323632
7.30674.3198
337.3600
4.316734
7.41334.3137
357.4533
4.311436
7.50674.3083
09:00:410.0570
0.055909:30:43
0.05740.0563
08:00:360.0563
0.055208:30:39
0.05670.0556
07:00:320.0554
0.054307:30:34
0.05590.0548
06:00:270.0544
0.053306:30:30
0.05490.0538
05:00:230.0531
0.052005:30:25
0.05380.0527
04:00:180.0516
0.050504:30:20
0.05240.0513
03:00:140.0498
0.048703:30:16
0.05070.0496
02:00:090.0471
0.046002:30:11
0.04850.0474
01:00:050.0428
0.041701:30:07
0.04540.0443
00:20:010.0337
0.032600:40:03
0.03970.0386
0.0142
0.0242
0.0342
0.0442
0.0542
0.06420.101.00
10.00100.00
1000.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 35
37 7.5600 4.305238 7.5867 4.303739 7.6267 4.301440 7.6667 4.299141 7.7067 4.296842 7.7467 4.294543 7.7733 4.293044 7.8133 4.290745 7.8533 4.288446 7.8800 4.286947 7.9067 4.285348 7.9333 4.283849 7.9467 4.283150 7.9733 4.281551 7.9867 4.280852 8.0000 4.2800
17:01:17 0.0610 0.059917:15:09 0.0611 0.0600
16:01:13 0.0607 0.059616:31:15 0.0609 0.0598
15:01:08 0.0604 0.059315:31:11 0.0606 0.0595
14:01:04 0.0600 0.058914:31:06 0.0602 0.0591
13:00:59 0.0594 0.058313:31:02 0.0597 0.0586
12:00:55 0.0589 0.057812:30:57 0.0592 0.0581
11:00:50 0.0583 0.057211:30:52 0.0586 0.0575
10:00:46 0.0578 0.056710:30:48 0.0580 0.0569
Page 9 of 35Page 9 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 8.0000 4.28001 8.0267 4.27852 8.0933 4.27463 8.0933 4.27464 8.0933 4.27465 8.0933 4.27466 8.0933 4.27467 8.0933 4.27468 8.0933 4.27469 8.1067 4.2739
10 8.1067 4.273911 8.1333 4.272312 8.1733 4.270013 8.1867 4.269314 8.2133 4.267715 8.2533 4.265516 8.3067 4.2624
00:10:01 0.0630 0.061900:15:01 0.0634 0.0623
00:05:00 0.0625 0.061400:08:00 0.0627 0.0616
00:02:00 0.0621 0.061000:04:00 0.0624 0.0613
00:00:30 0.0619 0.060800:01:00 0.0619 0.0608
00:00:12 0.0618 0.060700:00:15 0.0618 0.0607
00:00:05 0.0618 0.060700:00:06 0.0618 0.0607
00:00:03 0.0618 0.060700:00:04 0.0618 0.0607
00:00:01 0.0613 0.060200:00:02 0.0618 0.0607
Settlement(in)
Displacement
00:00:00 0.0611 0.0600
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time
0.0596
0.0646
0.0696
0.0746
0.0796
0.0846
0.0896
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 35
17 8.3600 4.259318 8.5600 4.247919 8.7333 4.237920 8.9333 4.226421 9.0933 4.217222 9.2800 4.206523 9.4133 4.198924 9.5467 4.191225 9.6400 4.185926 9.7467 4.179727 9.8267 4.175228 9.9200 4.169829 10.0000 4.165230 10.0667 4.161431 10.1333 4.157632 10.2133 4.153033 10.2667 4.149934 10.3333 4.146135 10.3867 4.143036 10.4533 4.1392
09:00:41 0.0790 0.077909:30:43 0.0795 0.0784
08:00:36 0.0781 0.077008:30:39 0.0786 0.0775
07:00:32 0.0771 0.076007:30:34 0.0777 0.0766
06:00:27 0.0761 0.075006:30:30 0.0766 0.0755
05:00:23 0.0748 0.073705:30:25 0.0755 0.0744
04:00:18 0.0734 0.072304:30:20 0.0742 0.0731
03:00:14 0.0717 0.070603:30:16 0.0727 0.0716
02:00:09 0.0693 0.068202:30:11 0.0707 0.0696
01:00:04 0.0666 0.065501:30:07 0.0681 0.0670
00:20:01 0.0638 0.062700:40:03 0.0653 0.0642
0.0595
0.0645
0.0695
0.0745
0.0795
0.0845
0.0895
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 35
37 10.5067 4.136138 10.5600 4.133139 10.6000 4.130840 10.6533 4.127741 10.6933 4.125442 10.7467 4.122443 10.7867 4.120144 10.8400 4.117045 10.8667 4.115546 10.9067 4.113247 10.9467 4.110948 10.9867 4.108649 11.0267 4.106350 11.0667 4.104051 11.0933 4.102552 11.1200 4.100953 11.1600 4.098654 11.1867 4.097155 11.2133 4.095656 11.2533 4.093357 11.2933 4.091058 11.3067 4.090259 11.3467 4.087960 11.3733 4.086461 11.4000 4.084962 11.4133 4.084163 11.4533 4.081864 11.4800 4.080365 11.5067 4.078766 11.5467 4.076467 11.5733 4.074968 11.6000 4.073469 11 6267 4 071926:02:04 0 0883 0 0872
25:01:58 0.0879 0.086825:32:03 0.0881 0.0870
24:01:50 0.0874 0.086324:31:52 0.0877 0.0866
23:01:45 0.0870 0.085923:31:47 0.0872 0.0861
22:01:41 0.0866 0.085522:31:43 0.0867 0.0856
21:01:36 0.0862 0.085121:31:38 0.0864 0.0853
20:01:31 0.0858 0.084720:31:34 0.0859 0.0848
19:01:27 0.0852 0.084119:31:29 0.0855 0.0844
18:01:22 0.0848 0.083718:31:24 0.0850 0.0839
17:01:18 0.0843 0.083217:31:20 0.0845 0.0834
16:01:13 0.0838 0.082716:31:15 0.0841 0.0830
15:01:08 0.0832 0.082115:31:11 0.0835 0.0824
14:01:04 0.0826 0.081514:31:06 0.0829 0.0818
13:00:59 0.0820 0.080913:31:02 0.0824 0.0813
12:00:55 0.0813 0.080212:30:57 0.0817 0.0806
11:00:50 0.0806 0.079511:30:52 0.0810 0.0799
10:00:46 0.0799 0.078810:30:48 0.0803 0.0792
Page 11 of 35
69 11.6267 4.071970 11.6667 4.069671 11.6933 4.068072 11.7200 4.066573 11.7333 4.065774 11.7733 4.063475 11.8000 4.061976 11.8267 4.060477 11.8400 4.059678 11.8667 4.058179 11.8800 4.057330:43:17 0.0902 0.0891
30:02:23 0.0899 0.088830:32:25 0.0901 0.0890
29:02:18 0.0896 0.088529:32:20 0.0898 0.0887
28:02:14 0.0891 0.088028:32:16 0.0894 0.0883
27:02:09 0.0888 0.087727:32:11 0.0890 0.0879
26:02:04 0.0883 0.087226:32:07 0.0886 0.0875
Page 11 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 11.8800 4.05731 11.9067 4.05582 11.9467 4.05353 11.9467 4.05354 11.9467 4.05355 11.9467 4.05356 11.9600 4.05277 12.0000 4.05048 12.0000 4.05049 12.0133 4.0497
10 12.0267 4.048911 12.0400 4.048112 12.0800 4.045813 12.0933 4.045114 12.1467 4.042015 12.1733 4.040516 12.2533 4.035900:15:01 0.0930 0.0919
00:08:01 0.0922 0.091100:10:01 0.0924 0.0913
00:04:00 0.0917 0.090600:05:01 0.0918 0.0907
00:01:00 0.0913 0.090200:02:00 0.0914 0.0903
00:00:15 0.0911 0.090000:00:30 0.0912 0.0901
00:00:06 0.0908 0.089700:00:12 0.0911 0.0900
00:00:05 0.0907 0.0896
00:00:02 0.0907 0.089600:00:03 0.0907 0.0896
00:00:00 0.0902 0.089100:00:01 0.0904 0.0893
00:00:04 0.0907 0.0896
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement(in)
Settlement(in)
0.08740.09240.09740.10240.10740.11240.11740.12240.1274
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 35
17 12.3200 4.032118 12.5600 4.018319 12.7733 4.006020 13.0400 3.990721 13.3067 3.975422 13.5333 3.962423 13.7333 3.951024 13.9200 3.940225 14.0800 3.931126 14.2667 3.920327 14.4000 3.912728 14.5333 3.905029 14.6533 3.898130 14.7600 3.892031 14.8667 3.885932 14.9600 3.880533 15.0533 3.875234 15.1467 3.869835 15.2267 3.865236 15.2933 3.861409:30:44 0.1158 0.1147
08:30:39 0.1147 0.113609:00:41 0.1153 0.1142
07:30:34 0.1133 0.112208:00:37 0.1140 0.1129
06:30:30 0.1118 0.110707:00:32 0.1126 0.1115
05:30:25 0.1101 0.109006:00:28 0.1110 0.1099
04:30:21 0.1081 0.107005:00:23 0.1091 0.1080
03:30:16 0.1055 0.104404:00:19 0.1067 0.1056
02:30:12 0.1026 0.101503:00:14 0.1041 0.1030
01:30:07 0.0989 0.097802:00:09 0.1009 0.0998
00:40:03 0.0953 0.094201:00:05 0.0969 0.0958
00:20:02 0.0935 0.0924 0.08780.09280.09780.10280.10780.11280.11780.12280.1278
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 35
37 15.3600 3.857638 15.4400 3.853039 15.4933 3.849940 15.5600 3.846141 15.6267 3.842342 15.6800 3.839243 15.7333 3.836244 15.7867 3.833145 15.8267 3.830846 15.8800 3.827847 15.9200 3.825548 15.9733 3.822449 16.0000 3.820950 16.0400 3.818651 16.0933 3.815552 16.1333 3.813253 16.2000 3.809454 16.2400 3.807155 16.2933 3.804056 16.3200 3.802557 16.3600 3.800258 16.4400 3.795659 16.4933 3.792660 16.5333 3.790361 16.5733 3.788062 16.6133 3.785763 16.6400 3.784164 16.6800 3.781865 16.7067 3.780366 16.7333 3.778867 16.7600 3.777268 16.7867 3.775769 16 8000 3 7750
25:31:56 0.1270 0.125925:35:21 0 1271 0 1260
24:31:52 0.1266 0.125525:01:54 0.1268 0.1257
23:31:47 0.1262 0.125124:01:49 0.1264 0.1253
22:31:43 0.1257 0.124623:01:45 0.1259 0.1248
21:31:38 0.1251 0.124022:01:41 0.1254 0.1243
20:31:34 0.1244 0.123321:01:36 0.1248 0.1237
19:31:29 0.1235 0.122420:01:31 0.1238 0.1227
18:31:25 0.1229 0.121819:01:27 0.1233 0.1222
17:31:20 0.1221 0.121018:01:22 0.1226 0.1215
16:31:16 0.1214 0.120317:01:18 0.1218 0.1207
15:31:11 0.1209 0.119816:01:13 0.1211 0.1200
14:31:06 0.1202 0.119115:01:09 0.1205 0.1194
13:31:02 0.1195 0.118414:01:04 0.1198 0.1187
12:30:57 0.1187 0.117613:01:00 0.1191 0.1180
11:30:53 0.1178 0.116712:00:55 0.1183 0.1172
10:30:48 0.1169 0.115811:00:50 0.1173 0.1162
10:00:46 0.1163 0.1152
Page 13 of 35
69 16.8000 3.775025:35:21 0.1271 0.1260
Page 13 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 16.8000 3.77501 16.9067 3.76882 16.9067 3.76883 16.9200 3.76814 16.9200 3.76815 16.9333 3.76736 16.9333 3.76737 16.9467 3.76658 16.9467 3.76659 16.9733 3.7650
10 17.0000 3.763511 17.0400 3.761212 17.0933 3.758113 17.1333 3.755814 17.2133 3.751215 17.2667 3.748216 17.3867 3.7413
00:10:00 0.1306 0.129500:15:01 0.1315 0.1304
00:05:00 0.1296 0.128500:08:00 0.1302 0.1291
00:02:00 0.1289 0.127800:04:00 0.1293 0.1282
00:00:30 0.1284 0.127300:01:00 0.1286 0.1275
00:00:12 0.1282 0.127100:00:15 0.1282 0.1271
00:00:04 0.1281 0.127000:00:05 0.1281 0.1270
00:00:02 0.1280 0.126900:00:03 0.1280 0.1269
00:00:01 0.1279 0.1268
(in)Settlement
(in)00:00:00 0.1271 0.1260
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:00 0.1279 0.1268
0.1210
0.1310
0.1410
0.1510
0.1610
0.1710
0.1810
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 35
17 17.4933 3.735218 17.9200 3.710719 18.2933 3.689220 18.7867 3.660921 19.2267 3.635722 19.6267 3.612723 19.9867 3.592124 20.3067 3.573725 20.5867 3.557626 20.8533 3.542327 21.1067 3.527828 21.3200 3.515529 21.5200 3.504130 21.6933 3.494131 21.8667 3.484232 22.0267 3.475033 22.1733 3.466634 22.2933 3.459735 22.4133 3.452836 22.5333 3.4459
09:00:41 0.1692 0.168109:30:43 0.1701 0.1690
08:00:36 0.1674 0.166308:30:38 0.1683 0.1672
07:00:32 0.1651 0.164007:30:34 0.1663 0.1652
06:00:27 0.1625 0.161406:30:29 0.1638 0.1627
05:00:22 0.1594 0.158305:30:25 0.1610 0.1599
04:00:18 0.1555 0.154404:30:20 0.1575 0.1564
03:00:13 0.1510 0.149903:30:16 0.1534 0.1523
02:00:09 0.1453 0.144202:30:11 0.1483 0.1472
01:00:04 0.1383 0.137201:30:06 0.1420 0.1409
00:20:01 0.1323 0.131200:40:03 0.1355 0.1344
0.1224
0.1324
0.1424
0.1524
0.1624
0.1724
0.1824
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 14 of 35
37 22.6400 3.439838 22.7333 3.434439 22.8267 3.429140 22.9200 3.423741 23.0133 3.418442 23.0800 3.414543 23.1467 3.410744 23.2267 3.406145 23.2933 3.402346 23.3600 3.398547 23.4133 3.395448 23.4667 3.392349 23.5333 3.388550 23.5733 3.386251 23.6400 3.382452 23.6800 3.380153 23.7333 3.377054 23.7733 3.374755 23.8267 3.371756 23.8667 3.369457 23.9067 3.367119:42:52 0.1804 0.1793
19:01:26 0.1798 0.178719:31:29 0.1801 0.1790
18:01:22 0.1791 0.178018:31:24 0.1794 0.1783
17:01:17 0.1784 0.177317:31:19 0.1787 0.1776
16:01:13 0.1776 0.176516:31:15 0.1779 0.1768
15:01:08 0.1767 0.175615:31:10 0.1771 0.1760
14:01:03 0.1758 0.174714:31:06 0.1763 0.1752
13:00:59 0.1747 0.173613:31:01 0.1753 0.1742
12:00:54 0.1737 0.172612:30:57 0.1742 0.1731
11:00:50 0.1723 0.171211:30:52 0.1730 0.1719
10:00:45 0.1709 0.169810:30:48 0.1716 0.1705
Page 15 of 35Page 15 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 23.9067 3.36711 24.0133 3.36102 24.0267 3.36023 24.0400 3.35944 24.0400 3.35945 24.0533 3.35876 24.0533 3.35877 24.0800 3.35718 24.0800 3.35719 24.1333 3.3541
10 24.2000 3.350311 24.2667 3.346412 24.4267 3.337213 24.4800 3.334214 24.6533 3.324215 24.7600 3.318116 25.0000 3.3043
00:10:01 0.1868 0.185700:15:01 0.1886 0.1875
00:05:01 0.1847 0.183600:08:01 0.1860 0.1849
00:02:00 0.1831 0.182000:04:01 0.1843 0.1832
00:00:30 0.1821 0.181000:01:00 0.1826 0.1815
00:00:12 0.1817 0.180600:00:15 0.1817 0.1806
00:00:05 0.1815 0.180400:00:06 0.1815 0.1804
00:00:03 0.1814 0.180300:00:04 0.1814 0.1803
00:00:02 0.1813 0.1802
SettlementDisplacement(in)
00:00:00 0.1804 0.1793
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)
00:00:01 0.1812 0.1801
0.17450.18450.19450.20450.21450.22450.23450.24450.25450.2645
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 35
17 25.2400 3.290618 26.0400 3.244719 26.7200 3.205620 27.5867 3.155921 28.3200 3.113822 28.9467 3.077823 29.4933 3.046524 29.9733 3.018925 30.3733 2.996026 30.7200 2.976127 31.0267 2.958528 31.2933 2.943229 31.5333 2.929430 31.7467 2.917131 31.9200 2.907232 32.1067 2.896533 32.2400 2.888834 32.3733 2.881235 32.4933 2.874336 32.6133 2.8674
09:00:41 0.2448 0.243709:30:44 0.2457 0.2446
08:00:37 0.2429 0.241808:30:39 0.2439 0.2428
07:00:32 0.2405 0.239407:30:35 0.2419 0.2408
06:00:28 0.2376 0.236506:30:30 0.2392 0.2381
05:00:23 0.2338 0.232705:30:25 0.2358 0.2347
04:00:19 0.2289 0.227804:30:21 0.2315 0.2304
03:00:14 0.2223 0.221203:30:16 0.2259 0.2248
02:00:09 0.2135 0.212402:30:12 0.2182 0.2171
01:00:05 0.2015 0.200401:30:07 0.2080 0.2069
00:20:02 0.1904 0.189300:40:03 0.1964 0.1953
0.17520.18520.19520.20520.21520.22520.23520.24520.25520.2652
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 35
37 32.7067 2.862038 32.8000 2.856739 32.9067 2.850640 33.0000 2.845241 33.0800 2.840642 33.1600 2.836043 33.2267 2.832244 33.2933 2.828445 33.3600 2.824646 33.4000 2.822347 33.4667 2.818448 33.5067 2.816149 33.5600 2.813150 33.6000 2.810851 33.6400 2.808552 33.6933 2.805453 33.7200 2.803954 33.7600 2.801655 33.8133 2.798556 33.8400 2.797057 33.8800 2.794758 33.9200 2.792459 33.9333 2.791660 33.9733 2.789461 34.0133 2.787162 34.0400 2.785563 34.0667 2.784064 34.1067 2.781765 34.1333 2.780266 34.1467 2.779467 34.1733 2.777968 34.2000 2.776369 34 2400 2 774026:01:59 0 2579 0 2568
25:01:54 0.2574 0.256325:31:56 0.2576 0.2565
24:01:49 0.2571 0.256024:31:52 0.2572 0.2561
23:01:45 0.2566 0.255523:31:47 0.2569 0.2558
22:01:40 0.2562 0.255122:31:43 0.2564 0.2553
21:01:36 0.2556 0.254521:31:38 0.2559 0.2548
20:01:31 0.2552 0.254120:31:33 0.2555 0.2544
19:01:27 0.2547 0.253619:31:29 0.2549 0.2538
18:01:22 0.2540 0.252918:31:24 0.2543 0.2532
17:01:17 0.2534 0.252317:31:20 0.2538 0.2527
16:01:13 0.2528 0.251716:31:15 0.2531 0.2520
15:01:08 0.2521 0.251015:31:11 0.2524 0.2513
14:01:04 0.2513 0.250214:31:06 0.2516 0.2505
13:00:59 0.2503 0.249213:31:01 0.2508 0.2497
12:00:54 0.2492 0.248112:30:57 0.2498 0.2487
11:00:50 0.2479 0.246811:30:52 0.2486 0.2475
10:00:45 0.2464 0.245310:30:48 0.2471 0.2460
Page 17 of 35
69 34.2400 2.774070 34.2533 2.7733
26:01:59 0.2579 0.256826:25:25 0.2580 0.2569
Page 17 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 34.2533 2.77331 34.4133 2.76412 34.4267 2.76333 34.4533 2.76184 34.4533 2.76185 34.4667 2.76106 34.4800 2.76037 34.5200 2.75808 34.5200 2.75809 34.5733 2.7549
10 34.6400 2.751111 34.7467 2.745012 34.9333 2.734313 35.0000 2.730414 35.2267 2.717415 35.3733 2.709016 35.6800 2.691400:15:01 0.2687 0.2676
00:08:00 0.2653 0.264200:10:00 0.2664 0.2653
00:04:00 0.2631 0.262000:05:00 0.2636 0.2625
00:01:00 0.2609 0.259800:02:00 0.2617 0.2606
00:00:15 0.2600 0.258900:00:30 0.2604 0.2593
00:00:06 0.2597 0.258600:00:12 0.2600 0.2589
00:00:04 0.2595 0.258400:00:05 0.2596 0.2585
00:00:02 0.2593 0.258200:00:03 0.2595 0.2584
00:00:00 0.2580 0.256900:00:01 0.2592 0.2581
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
0.25280.26280.27280.28280.29280.30280.31280.32280.3328
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 35
17 35.9600 2.675318 36.8800 2.622519 37.6400 2.578920 38.5333 2.527621 39.3467 2.481022 39.9467 2.446523 40.4267 2.419024 40.8400 2.395325 41.1733 2.376126 41.4400 2.360827 41.7067 2.345528 41.9200 2.333329 42.1200 2.321830 42.2800 2.312631 42.4400 2.303432 42.5733 2.295833 42.6800 2.289734 42.7867 2.283535 42.8933 2.277436 42.9867 2.272109:30:43 0.3235 0.3224
08:30:38 0.3220 0.320909:00:40 0.3228 0.3217
07:30:34 0.3204 0.319308:00:36 0.3212 0.3201
06:30:29 0.3182 0.317107:00:31 0.3194 0.3183
05:30:25 0.3155 0.314406:00:27 0.3170 0.3159
04:30:20 0.3119 0.310805:00:22 0.3139 0.3128
03:30:16 0.3074 0.306304:00:18 0.3099 0.3088
02:30:11 0.3007 0.299603:00:13 0.3043 0.3032
01:30:07 0.2901 0.289002:00:09 0.2962 0.2951
00:40:03 0.2777 0.276601:00:04 0.2834 0.2823
00:20:01 0.2708 0.2697 0.25340.26340.27340.28340.29340.30340.31340.32340.3334
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 35
37 43.0667 2.267538 43.1467 2.262939 43.2133 2.259140 43.2800 2.255241 43.3200 2.252942 43.3867 2.249143 43.4267 2.246844 43.4933 2.243045 43.5333 2.240746 43.5733 2.238447 43.6267 2.235348 43.6667 2.233049 43.7067 2.230750 43.7467 2.228451 43.7867 2.226252 43.8267 2.223953 43.8533 2.222354 43.8933 2.220055 43.9333 2.217756 43.9600 2.216257 43.9867 2.214758 44.0000 2.213920:05:20 0.3311 0.3300
19:31:28 0.3308 0.329720:01:31 0.3310 0.3299
18:31:24 0.3303 0.329219:01:26 0.3306 0.3295
17:31:19 0.3298 0.328718:01:22 0.3300 0.3289
16:31:15 0.3292 0.328117:01:17 0.3295 0.3284
15:31:10 0.3286 0.327516:01:12 0.3289 0.3278
14:31:06 0.3279 0.326815:01:08 0.3283 0.3272
13:31:01 0.3273 0.326214:01:03 0.3276 0.3265
12:30:57 0.3265 0.325413:00:59 0.3268 0.3257
11:30:52 0.3257 0.324612:00:54 0.3260 0.3249
10:30:47 0.3247 0.323611:00:50 0.3252 0.3241
10:00:45 0.3241 0.3230
Page 19 of 35Page 19 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 44.0000 2.21391 43.9200 2.21852 43.9333 2.21773 43.8933 2.22004 43.8533 2.22235 43.8533 2.22236 43.8133 2.22467 43.8400 2.22318 43.8400 2.22319 43.8133 2.2246
10 43.7600 2.227711 43.7067 2.230712 43.6000 2.236913 43.5600 2.239214 43.4400 2.246015 43.3867 2.249116 43.2400 2.2575
00:10:01 0.3265 0.325400:15:01 0.3254 0.3243
00:05:00 0.3278 0.326700:08:00 0.3269 0.3258
00:02:00 0.3289 0.327800:04:00 0.3281 0.3270
00:00:30 0.3297 0.328600:01:00 0.3293 0.3282
00:00:12 0.3299 0.328800:00:15 0.3299 0.3288
00:00:05 0.3300 0.328900:00:06 0.3297 0.3286
00:00:03 0.3303 0.329200:00:04 0.3300 0.3289
00:00:02 0.3306 0.3295
Displacement(in) (in)
00:00:00 0.3311 0.3300
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime
00:00:01 0.3305 0.3294
0.3096
0.3146
0.3196
0.3246
0.3296
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 20 of 35
16 43.2400 2.257517 43.1200 2.264418 42.7733 2.284319 42.5333 2.298120 42.2667 2.313421 42.0933 2.323322 41.9467 2.331823 41.8400 2.337924 41.7600 2.342525 41.6933 2.346326 41.6267 2.350127 41.5867 2.352428 41.5333 2.355529 41.5067 2.357030 41.4800 2.358531 41.4400 2.360832 41.4133 2.362433 41.4000 2.363134 41.3867 2.363935 41.3600 2.365436 41.3467 2.3662
09:00:41 0.3113 0.310209:30:43 0.3112 0.3101
08:00:36 0.3116 0.310508:30:39 0.3115 0.3104
07:00:32 0.3119 0.310807:30:34 0.3117 0.3106
06:00:27 0.3124 0.311306:30:29 0.3122 0.3111
05:00:22 0.3130 0.311905:30:25 0.3126 0.3115
04:00:18 0.3138 0.312704:30:20 0.3133 0.3122
03:00:13 0.3149 0.313803:30:16 0.3143 0.3132
02:00:09 0.3168 0.315702:30:11 0.3157 0.3146
01:00:04 0.3201 0.319001:30:07 0.3181 0.3170
00:20:01 0.3245 0.323400:40:03 0.3219 0.3208
00:15:01 0.3254 0.3243
0.3096
0.3146
0.3196
0.3246
0.3296
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load7Log
Page 20 of 35
37 41.3333 2.367038 41.3067 2.368539 41.2933 2.369240 41.2933 2.369241 41.2800 2.370042 41.2800 2.370043 41.2667 2.370844 41.2533 2.371545 41.2400 2.372346 41.2400 2.372347 41.2267 2.373148 41.2267 2.373149 41.2133 2.373850 41.2133 2.373851 41.2000 2.374652 41.1867 2.375453 41.1867 2.375454 41.1867 2.375455 41.1867 2.375456 41.1733 2.376157 41.1733 2.376158 41.1733 2.376159 41.1600 2.376960 41.1600 2.376961 41.1600 2.376921:33:38 0.3098 0.3087
21:01:36 0.3098 0.308721:31:38 0.3098 0.3087
20:01:31 0.3099 0.308820:31:34 0.3099 0.3088
19:01:27 0.3100 0.308919:31:29 0.3099 0.3088
18:01:22 0.3100 0.308918:31:24 0.3100 0.3089
17:01:18 0.3101 0.309017:31:20 0.3100 0.3089
16:01:13 0.3102 0.309116:31:15 0.3102 0.3091
15:01:08 0.3103 0.309215:31:11 0.3103 0.3092
14:01:04 0.3104 0.309314:31:06 0.3104 0.3093
13:00:59 0.3106 0.309513:31:02 0.3105 0.3094
12:00:55 0.3107 0.309612:30:57 0.3107 0.3096
11:00:50 0.3108 0.309711:30:52 0.3108 0.3097
10:00:46 0.3111 0.310010:30:48 0.3109 0.3098
Page 21 of 35Page 21 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 41.1600 2.37691 41.1067 2.38002 41.0667 2.38233 41.0667 2.38234 41.0667 2.38235 41.0667 2.38236 41.0667 2.38237 41.0667 2.38238 41.0533 2.38309 41.0267 2.3846
10 41.0133 2.385311 40.9733 2.387612 40.9333 2.389913 40.9200 2.390714 40.8533 2.394515 40.8267 2.396016 40.7467 2.400600:15:01 0.3067 0.3056
00:08:01 0.3075 0.306400:10:01 0.3073 0.3062
00:04:00 0.3081 0.307000:05:00 0.3080 0.3069
00:01:00 0.3087 0.307600:02:00 0.3084 0.3073
00:00:15 0.3090 0.307900:00:30 0.3088 0.3077
00:00:06 0.3091 0.308000:00:12 0.3091 0.3080
00:00:04 0.3091 0.308000:00:05 0.3091 0.3080
00:00:02 0.3091 0.308000:00:03 0.3091 0.3080
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.3094 0.3083
(in)Index Time (in)00:00:00 0.3098 0.3087
0.2756
0.2806
0.2856
0.2906
0.2956
0.3006
0.3056
0.3106
0.0 10.0 20.0 30.0 40.0 50.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 22 of 35
16 40.7467 2.400617 40.6800 2.404418 40.4533 2.417519 40.2667 2.428220 40.0267 2.441921 39.8267 2.453422 39.6533 2.463423 39.4933 2.472624 39.3467 2.481025 39.2133 2.488626 39.0933 2.495527 38.9867 2.501628 38.8800 2.507829 38.7867 2.513130 38.7067 2.517731 38.6267 2.522332 38.5333 2.527633 38.4667 2.531534 38.3867 2.536135 38.3200 2.539936 38.2667 2.543009:30:43 0.2881 0.2870
08:30:39 0.2890 0.287909:00:41 0.2885 0.2874
07:30:34 0.2901 0.289008:00:36 0.2896 0.2885
06:30:30 0.2914 0.290307:00:32 0.2908 0.2897
05:30:25 0.2927 0.291606:00:27 0.2920 0.2909
04:30:20 0.2943 0.293205:00:23 0.2935 0.2924
03:30:16 0.2962 0.295104:00:18 0.2952 0.2941
02:30:11 0.2985 0.297403:00:14 0.2973 0.2962
01:30:07 0.3013 0.300202:00:09 0.2998 0.2987
00:40:03 0.3045 0.303401:00:05 0.3031 0.3020
00:15:01 0.3067 0.305600:20:01 0.3062 0.3051 0.2756
0.2806
0.2856
0.2906
0.2956
0.3006
0.3056
0.3106
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load8Log
Page 22 of 35
37 38.2000 2.546838 38.1467 2.549839 38.0933 2.552940 38.0400 2.556041 37.9867 2.559042 37.9600 2.560643 37.9067 2.563644 37.8667 2.565945 37.8267 2.568246 37.7867 2.570547 37.7600 2.572048 37.7200 2.574349 37.6800 2.576650 37.6533 2.578251 37.6267 2.579752 37.6000 2.581253 37.5600 2.583554 37.5467 2.584355 37.5067 2.586656 37.4800 2.588157 37.4533 2.589658 37.4400 2.590459 37.4133 2.591960 37.3867 2.593561 37.3600 2.595062 37.3467 2.595863 37.3333 2.596564 37.3067 2.598065 37.2800 2.599666 37.2667 2.600367 37.2400 2.601968 37.2267 2.602669 37 2133 2 6034
25:31:56 0.2803 0.279226:01:59 0 2802 0 2791
24:31:52 0.2806 0.279525:01:54 0.2804 0.2793
23:31:47 0.2809 0.279824:01:49 0.2807 0.2796
22:31:43 0.2812 0.280123:01:45 0.2811 0.2800
21:31:38 0.2815 0.280422:01:40 0.2813 0.2802
20:31:34 0.2819 0.280821:01:36 0.2817 0.2806
19:31:29 0.2822 0.281120:01:31 0.2820 0.2809
18:31:24 0.2827 0.281619:01:27 0.2824 0.2813
17:31:20 0.2831 0.282018:01:22 0.2828 0.2817
16:31:15 0.2835 0.282417:01:18 0.2833 0.2822
15:31:11 0.2840 0.282916:01:13 0.2837 0.2826
14:31:06 0.2845 0.283415:01:08 0.2843 0.2832
13:31:01 0.2851 0.284014:01:04 0.2848 0.2837
12:30:57 0.2858 0.284713:00:59 0.2854 0.2843
11:30:52 0.2864 0.285312:00:55 0.2860 0.2849
10:30:48 0.2872 0.286111:00:50 0.2868 0.2857
10:00:46 0.2876 0.2865
Page 23 of 35
69 37.2133 2.603470 37.1867 2.604971 37.1733 2.605772 37.1467 2.607273 37.1333 2.608074 37.1200 2.608875 37.1067 2.609576 37.0933 2.610377 37.0800 2.611178 37.0533 2.612679 37.0267 2.614180 37.0133 2.614981 36.9867 2.616482 36.9600 2.617983 36.9333 2.619584 36.9200 2.620285 36.9067 2.621086 36.9067 2.621087 36.8800 2.622588 36.8667 2.623389 36.8533 2.6241
35:32:34 0.2776 0.276536:02:36 0.2775 0.2764
34:32:29 0.2779 0.276835:02:31 0.2777 0.2766
33:32:25 0.2780 0.276934:02:27 0.2779 0.2768
32:32:20 0.2783 0.277233:02:22 0.2781 0.2770
31:32:15 0.2787 0.277632:02:18 0.2785 0.2774
30:32:13 0.2790 0.277931:02:13 0.2788 0.2777
29:32:14 0.2793 0.278230:02:13 0.2792 0.2781
28:32:10 0.2795 0.278429:02:12 0.2794 0.2783
27:32:05 0.2797 0.278628:02:08 0.2796 0.2785
26:32:01 0.2800 0.278927:02:03 0.2799 0.2788
26:01:59 0.2802 0.2791
Page 23 of 35
90 36.8400 2.624891 36.8267 2.625692 36.8133 2.626493 36.8000 2.627194 36.8000 2.627195 36.7867 2.627996 36.7733 2.628797 36.7600 2.629498 36.7467 2.630299 36.7333 2.6310100 36.7200 2.6317101 36.7067 2.6325102 36.7067 2.6325103 36.6933 2.6332104 36.6933 2.6332105 36.6800 2.6340106 36.6667 2.6348107 36.6533 2.6355108 36.6533 2.6355109 36.6400 2.6363110 36.6267 2.6371111 36.6267 2.6371112 36.6133 2.6378113 36.6133 2.6378
47:33:28 0.2757 0.274647:48:44 0.2757 0.2746
46:33:24 0.2758 0.274747:03:26 0.2758 0.2747
45:33:19 0.2760 0.274946:03:22 0.2759 0.2748
44:33:15 0.2761 0.275045:03:17 0.2760 0.2749
43:33:10 0.2763 0.275244:03:12 0.2762 0.2751
42:33:06 0.2764 0.275343:03:08 0.2763 0.2752
41:33:01 0.2765 0.275442:03:03 0.2764 0.2753
40:32:56 0.2767 0.275641:02:59 0.2766 0.2755
39:32:52 0.2769 0.275840:02:54 0.2768 0.2757
38:32:47 0.2771 0.276039:02:50 0.2770 0.2759
37:32:43 0.2772 0.276138:02:45 0.2771 0.2760
36:32:38 0.2774 0.276337:02:41 0.2773 0.2762
Page 24 of 35Page 24 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 36.6133 2.63781 36.6667 2.63482 36.6667 2.63483 36.6667 2.63484 36.6800 2.63405 36.6800 2.63406 36.6800 2.63407 36.6933 2.63328 36.6933 2.63329 36.6933 2.6332
10 36.7067 2.632511 36.7733 2.628712 36.8133 2.626413 36.8400 2.624814 36.8933 2.621815 36.9200 2.620216 37.0133 2.614900:15:00 0.2787 0.2776
00:08:00 0.2778 0.276700:10:00 0.2780 0.2769
00:04:00 0.2772 0.276100:05:00 0.2774 0.2763
00:01:00 0.2764 0.275300:02:00 0.2769 0.2758
00:00:15 0.2763 0.275200:00:30 0.2763 0.2752
00:00:06 0.2762 0.275100:00:12 0.2763 0.2752
00:00:05 0.2762 0.2751
00:00:02 0.2761 0.275000:00:03 0.2761 0.2750
00:00:01 0.2761 0.2750
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)
00:00:04 0.2762 0.2751
Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
00:00:00 0.2757 0.2746
0.27460.27660.27860.28060.28260.28460.28660.28860.29060.2926
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 35
16 37.0133 2.614917 37.0800 2.611118 37.3467 2.595819 37.5333 2.585020 37.7733 2.571321 37.9733 2.559822 38.1067 2.552123 38.2400 2.544524 38.3467 2.538425 38.4267 2.533826 38.5067 2.529227 38.5733 2.525428 38.6133 2.523129 38.6667 2.520030 38.7067 2.517731 38.7333 2.516232 38.7733 2.513933 38.7867 2.5131
07:30:32 0.2919 0.290807:46:20 0.2920 0.2909
06:30:27 0.2914 0.290307:00:29 0.2916 0.2905
05:30:22 0.2907 0.289606:00:25 0.2911 0.2900
04:30:18 0.2899 0.288805:00:20 0.2904 0.2893
03:30:13 0.2887 0.287604:00:16 0.2893 0.2882
02:30:09 0.2869 0.285803:00:11 0.2879 0.2868
01:30:04 0.2844 0.283302:00:07 0.2859 0.2848
00:40:02 0.2812 0.280101:00:02 0.2826 0.2815
00:15:00 0.2787 0.277600:20:01 0.2792 0.2781 0.2750
0.2800
0.2850
0.2900
0.29500.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 38.7867 2.51311 38.8533 2.50932 38.8667 2.50853 38.8667 2.50854 38.8667 2.50855 38.8800 2.50786 38.8800 2.50787 38.8933 2.50708 38.8933 2.50709 38.9067 2.5062
10 38.9333 2.504711 38.9600 2.503212 39.0400 2.498613 39.0533 2.497814 39.1467 2.492415 39.1733 2.490916 39.2800 2.484800:15:01 0.2957 0.2946
00:08:00 0.2947 0.293600:10:01 0.2949 0.2938
00:04:00 0.2939 0.292800:05:00 0.2940 0.2929
00:01:00 0.2931 0.292000:02:00 0.2933 0.2922
00:00:15 0.2928 0.291700:00:30 0.2929 0.2918
00:00:06 0.2927 0.291600:00:12 0.2928 0.2917
00:00:04 0.2926 0.291500:00:05 0.2927 0.2916
00:00:02 0.2926 0.291500:00:03 0.2926 0.2915
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
00:00:01
Displacement(in)
Settlement(in)
0.2925 0.291400:00:00 0.2920 0.2909
0.2902
0.2952
0.3002
0.3052
0.3102
0.3152
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 35
16 39.2800 2.484817 39.3733 2.479418 39.7067 2.460319 39.9733 2.445020 40.2667 2.428221 40.4933 2.415222 40.6667 2.405223 40.8133 2.396824 40.9200 2.390725 41.0133 2.385326 41.0800 2.381527 41.1467 2.377728 41.1867 2.375429 41.2400 2.372330 41.2800 2.370031 41.3067 2.368532 41.3333 2.367033 41.3600 2.365434 41.3867 2.363935 41.4000 2.363136 41.4133 2.362409:30:43 0.3117 0.3106
08:30:39 0.3115 0.310409:00:41 0.3116 0.3105
07:30:34 0.3111 0.310008:00:37 0.3113 0.3102
06:30:30 0.3107 0.309607:00:32 0.3109 0.3098
05:30:25 0.3100 0.308906:00:27 0.3104 0.3093
04:30:20 0.3092 0.308105:00:23 0.3097 0.3086
03:30:16 0.3080 0.306904:00:18 0.3087 0.3076
02:30:11 0.3061 0.305003:00:14 0.3072 0.3061
01:30:07 0.3031 0.302002:00:09 0.3048 0.3037
00:40:03 0.2989 0.297801:00:04 0.3009 0.2998
00:15:01 0.2957 0.294600:20:01 0.2964 0.2953 0.2904
0.2954
0.3004
0.3054
0.3104
0.3154
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 35
37 41.4400 2.360838 41.4533 2.360139 41.4667 2.359340 41.4933 2.357841 41.4933 2.357842 41.5067 2.357043 41.5067 2.357044 41.5200 2.356245 41.5333 2.355546 41.5467 2.354747 41.5600 2.353948 41.5733 2.353249 41.5733 2.353250 41.5867 2.352451 41.6000 2.351652 41.6000 2.351617:17:48 0.3131 0.3120
16:31:15 0.3130 0.311917:01:18 0.3131 0.3120
15:31:11 0.3129 0.311816:01:13 0.3129 0.3118
14:31:06 0.3127 0.311615:01:09 0.3128 0.3117
13:31:02 0.3125 0.311414:01:04 0.3126 0.3115
12:30:57 0.3124 0.311313:00:59 0.3124 0.3113
11:30:53 0.3123 0.311212:00:55 0.3123 0.3112
10:30:48 0.3120 0.310911:00:50 0.3121 0.3110
10:00:46 0.3119 0.3108
Page 27 of 35Page 27 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 41.6000 2.35161 41.7067 2.34552 41.7067 2.34553 41.7200 2.34484 41.7200 2.34485 41.7200 2.34486 41.7200 2.34487 41.7467 2.34328 41.7467 2.34329 41.7733 2.3417
10 41.8133 2.339411 41.8800 2.335612 41.9733 2.330213 42.0133 2.327914 42.1200 2.321815 42.1867 2.318016 42.3333 2.309600:15:01 0.3186 0.3175
00:08:00 0.3170 0.315900:10:00 0.3175 0.3164
00:04:00 0.3159 0.314800:05:00 0.3162 0.3151
00:01:00 0.3147 0.313600:02:00 0.3152 0.3141
00:00:15 0.3142 0.313100:00:30 0.3144 0.3133
00:00:06 0.3140 0.312900:00:12 0.3142 0.3131
00:00:04 0.3140 0.312900:00:05 0.3140 0.3129
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results
00:00:02 0.3139 0.312800:00:03 0.3140 0.3129
(Sequence 11) Load 1.000 tsf
TimeIndex
00:00:00 0.3131 0.312000:00:01 0.3139 0.3128
(in) (in)
0.3122
0.3172
0.3222
0.3272
0.3322
0.3372
0.3422
0.3472
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 35
16 42.3333 2.309617 42.4667 2.301918 42.8933 2.277419 43.2133 2.259120 43.6000 2.236921 43.8800 2.220822 44.0933 2.208623 44.2800 2.197824 44.4267 2.189425 44.5600 2.181826 44.6667 2.175627 44.7467 2.171128 44.8267 2.166529 44.9067 2.161930 44.9733 2.158031 45.0267 2.155032 45.0933 2.151233 45.1333 2.148934 45.1867 2.145835 45.2267 2.143536 45.2667 2.141209:30:43 0.3406 0.3395
08:30:38 0.3400 0.338909:00:41 0.3403 0.3392
07:30:34 0.3393 0.338208:00:36 0.3396 0.3385
06:30:29 0.3384 0.337307:00:31 0.3388 0.3377
05:30:25 0.3373 0.336206:00:27 0.3379 0.3368
04:30:20 0.3361 0.335005:00:22 0.3367 0.3356
03:30:15 0.3343 0.333204:00:18 0.3353 0.3342
02:30:11 0.3318 0.330703:00:13 0.3332 0.3321
01:30:06 0.3281 0.327002:00:09 0.3302 0.3291
00:40:03 0.3228 0.321701:00:04 0.3252 0.3241
00:15:01 0.3186 0.317500:20:01 0.3196 0.3185
0.31180.31680.32180.32680.33180.33680.34180.3468
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 35
37 45.3200 2.138238 45.3467 2.136639 45.3867 2.134340 45.4267 2.132041 45.4533 2.130542 45.4800 2.129043 45.5067 2.127444 45.5467 2.125145 45.5600 2.124446 45.5867 2.122847 45.6133 2.121348 45.6267 2.120649 45.6533 2.119050 45.6667 2.118351 45.6800 2.117552 45.7067 2.116053 45.7200 2.115254 45.7333 2.114455 45.7600 2.112956 45.7733 2.112157 45.7733 2.112158 45.8000 2.110659 45.8133 2.109860 45.8267 2.109161 45.8400 2.108362 45.8667 2.106863 45.8667 2.106864 45.8800 2.106065 45.8933 2.105266 45.9067 2.104567 45.9200 2.103768 45.9333 2.103069 45 9467 2 1022
25:31:56 0.3456 0.344526:01:58 0 3457 0 3446
24:31:51 0.3454 0.344325:01:54 0.3455 0.3444
23:31:47 0.3452 0.344124:01:49 0.3453 0.3442
22:31:42 0.3451 0.344023:01:45 0.3451 0.3440
21:31:38 0.3448 0.343722:01:40 0.3449 0.3438
20:31:33 0.3446 0.343521:01:35 0.3447 0.3436
19:31:29 0.3444 0.343320:01:31 0.3444 0.3433
18:31:24 0.3441 0.343019:01:26 0.3443 0.3432
17:31:19 0.3439 0.342818:01:22 0.3440 0.3429
16:31:15 0.3436 0.342517:01:17 0.3437 0.3426
15:31:10 0.3433 0.342216:01:13 0.3435 0.3424
14:31:06 0.3430 0.341915:01:08 0.3432 0.3421
13:31:01 0.3427 0.341614:01:03 0.3428 0.3417
12:30:57 0.3422 0.341113:00:59 0.3424 0.3413
11:30:52 0.3418 0.340712:00:54 0.3420 0.3409
10:30:47 0.3412 0.340111:00:50 0.3415 0.3404
10:00:45 0.3410 0.3399
Page 29 of 35
69 45.9467 2.102270 45.9600 2.101471 45.9733 2.100772 45.9733 2.100773 45.9867 2.099974 46.0000 2.099175 46.0133 2.098476 46.0267 2.097677 46.0400 2.096878 46.0533 2.096179 46.0667 2.095380 46.0667 2.095381 46.0800 2.094582 46.0933 2.093832:17:09 0.3468 0.3457
31:32:23 0.3466 0.345532:02:26 0.3467 0.3456
30:32:19 0.3465 0.345431:02:21 0.3466 0.3455
29:32:14 0.3463 0.345230:02:16 0.3464 0.3453
28:32:10 0.3461 0.345029:02:12 0.3462 0.3451
27:32:05 0.3459 0.344828:02:07 0.3460 0.3449
26:32:01 0.3458 0.344727:02:03 0.3459 0.3448
26:01:58 0.3457 0.3446
Page 29 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 46.0933 2.09381 46.2267 2.08612 46.2533 2.08463 46.2667 2.08384 46.2800 2.08315 46.2800 2.08316 46.2933 2.08237 46.3067 2.08158 46.3067 2.08159 46.3467 2.0792
10 46.4133 2.075411 46.5067 2.070012 46.6533 2.061613 46.7200 2.057814 46.8933 2.047915 47.0000 2.041716 47.2267 2.028700:15:01 0.3553 0.3542
00:08:01 0.3528 0.351700:10:01 0.3536 0.3525
00:04:01 0.3510 0.349900:05:01 0.3515 0.3504
00:01:00 0.3492 0.348100:02:01 0.3499 0.3488
00:00:15 0.3484 0.347300:00:30 0.3487 0.3476
00:00:06 0.3483 0.347200:00:12 0.3484 0.3473
00:00:05 0.3482 0.3471
00:00:02 0.3480 0.346900:00:03 0.3481 0.3470
00:00:00 0.3468 0.345700:00:01 0.3478 0.3467
00:00:04 0.3482 0.3471
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement Settlement(in) (in)
0.3456
0.3556
0.3656
0.3756
0.3856
0.3956
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 30 of 35
16 47.2267 2.028717 47.4267 2.017218 48.0800 1.979819 48.5867 1.950720 49.1867 1.916221 49.6533 1.889522 50.0400 1.867323 50.3600 1.848924 50.6400 1.832825 50.8800 1.819126 51.0800 1.807627 51.2400 1.798428 51.4000 1.789229 51.5333 1.781630 51.6400 1.775431 51.7467 1.769332 51.8400 1.764033 51.9200 1.759434 52.0000 1.754835 52.0667 1.751036 52.1333 1.747109:30:43 0.3921 0.3910
08:30:39 0.3911 0.390009:00:41 0.3916 0.3905
07:30:34 0.3899 0.388808:00:36 0.3905 0.3894
06:30:30 0.3884 0.387307:00:32 0.3892 0.3881
05:30:25 0.3866 0.385506:00:27 0.3876 0.3865
04:30:20 0.3842 0.383105:00:23 0.3854 0.3843
03:30:16 0.3809 0.379804:00:18 0.3827 0.3816
02:30:11 0.3764 0.375303:00:14 0.3788 0.3777
01:30:07 0.3700 0.368902:00:09 0.3735 0.3724
00:40:03 0.3617 0.360601:00:05 0.3655 0.3644
00:15:01 0.3553 0.354200:20:02 0.3568 0.3557 0.3450
0.3550
0.3650
0.3750
0.3850
0.3950
0.40500.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 30 of 35
37 52.1867 1.744138 52.2533 1.740239 52.2933 1.737940 52.3467 1.734941 52.3867 1.732642 52.4400 1.729543 52.4800 1.727244 52.5067 1.725745 52.5467 1.723446 52.5867 1.721147 52.6133 1.719648 52.6533 1.717349 52.6933 1.715050 52.7067 1.714251 52.7467 1.711952 52.7733 1.710453 52.8000 1.708954 52.8133 1.708155 52.8400 1.706656 52.8800 1.704357 52.9067 1.702758 52.9200 1.702059 52.9333 1.701260 52.9600 1.699761 52.9867 1.6982
21:31:38 0.3983 0.397221:46:24 0.3985 0.3974
20:31:34 0.3980 0.396921:01:36 0.3981 0.3970
19:31:29 0.3977 0.396620:01:31 0.3979 0.3968
18:31:24 0.3972 0.396119:01:27 0.3974 0.3963
17:31:20 0.3969 0.395818:01:22 0.3971 0.3960
16:31:15 0.3964 0.395317:01:18 0.3967 0.3956
15:31:11 0.3960 0.394916:01:13 0.3963 0.3952
14:31:06 0.3955 0.394415:01:08 0.3957 0.3946
13:31:02 0.3949 0.393814:01:04 0.3952 0.3941
12:30:57 0.3944 0.393313:00:59 0.3947 0.3936
11:30:52 0.3937 0.392612:00:55 0.3940 0.3929
10:30:48 0.3930 0.391911:00:50 0.3933 0.3922
10:00:46 0.3925 0.3914
Page 31 of 35Page 31 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 52.9867 1.69821 53.0133 1.69662 53.1600 1.68823 53.1733 1.68744 53.2000 1.68595 53.2133 1.68516 53.2267 1.68447 53.2533 1.68288 53.2667 1.68219 53.3333 1.6783
10 53.4000 1.674411 53.5333 1.666812 53.7067 1.656813 53.7733 1.653014 53.9867 1.640815 54.0933 1.634616 54.3467 1.6201
00:10:01 0.4068 0.405700:15:01 0.4087 0.4076
00:05:01 0.4044 0.403300:08:01 0.4060 0.4049
00:02:00 0.4026 0.401500:04:01 0.4039 0.4028
00:00:30 0.4011 0.400000:01:00 0.4016 0.4005
00:00:12 0.4005 0.399400:00:15 0.4006 0.3995
00:00:05 0.4002 0.399100:00:06 0.4003 0.3992
00:00:03 0.3999 0.398800:00:04 0.4001 0.3990
00:00:01 0.3987 0.397600:00:02 0.3998 0.3987
Settlement(in) (in)
00:00:00 0.3985 0.3974
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Index Time Displacement
0.3974
0.4074
0.4174
0.4274
0.4374
0.4474
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 35
16 54.3467 1.620117 54.5733 1.607118 55.2667 1.567319 55.8000 1.536720 56.4267 1.500721 56.9067 1.473222 57.2933 1.451023 57.6000 1.433424 57.8533 1.418825 58.0800 1.405826 58.2533 1.395927 58.4133 1.386728 58.5467 1.379129 58.6667 1.372230 58.7600 1.366831 58.8533 1.361532 58.9200 1.357633 59.0000 1.353034 59.0667 1.349235 59.1067 1.346936 59.1733 1.3431
09:00:41 0.4444 0.443309:30:44 0.4449 0.4438
08:00:37 0.4436 0.442508:30:39 0.4441 0.4430
07:00:32 0.4425 0.441407:30:34 0.4430 0.4419
06:00:28 0.4411 0.440006:30:30 0.4418 0.4407
05:00:23 0.4392 0.438105:30:25 0.4402 0.4391
04:00:18 0.4367 0.435604:30:21 0.4380 0.4369
03:00:14 0.4331 0.432003:30:16 0.4350 0.4339
02:00:09 0.4279 0.426802:30:12 0.4308 0.4297
01:00:05 0.4196 0.418501:30:07 0.4243 0.4232
00:20:02 0.4104 0.409300:40:03 0.4156 0.4145
00:15:01 0.4087 0.4076
0.3976
0.4076
0.4176
0.4276
0.4376
0.4476
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 35
37 59.2133 1.340838 59.2667 1.337739 59.3067 1.335440 59.3467 1.333141 59.3867 1.330842 59.4267 1.328643 59.4533 1.327044 59.4800 1.325545 59.5200 1.323246 59.5333 1.322447 59.5600 1.320948 59.6000 1.318649 59.6267 1.317150 59.6400 1.316351 59.6533 1.315516:46:38 0.4485 0.4474
16:01:13 0.4483 0.447216:31:15 0.4484 0.4473
15:01:09 0.4478 0.446715:31:11 0.4481 0.4470
14:01:04 0.4475 0.446414:31:06 0.4476 0.4465
13:01:00 0.4470 0.445913:31:02 0.4472 0.4461
12:00:55 0.4465 0.445412:30:57 0.4468 0.4457
11:00:50 0.4459 0.444811:30:53 0.4462 0.4451
10:00:46 0.4452 0.444110:30:48 0.4456 0.4445
Page 33 of 35Page 33 of 35
Project: LA-16 Non-Rock Demo Project Number: 10883-011-00Location:Job Number: 11-19 Test Date: 24 May 11
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS2-30 Organic Clay (OH)Depth: 6 - 8 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 59.6533 1.31551 59.8533 1.30412 59.8800 1.30253 59.8933 1.30184 59.9067 1.30105 59.8933 1.30186 59.9200 1.30027 59.9467 1.29878 59.9600 1.29799 60.0000 1.2956
10 60.0667 1.291811 60.1867 1.284912 60.3600 1.275013 60.4133 1.271914 60.6000 1.261215 60.6933 1.255916 60.9200 1.242800:15:00 0.4580 0.4569
00:08:00 0.4556 0.454500:10:00 0.4563 0.4552
00:04:00 0.4538 0.452700:05:00 0.4542 0.4531
00:01:00 0.4516 0.450500:02:00 0.4525 0.4514
00:00:15 0.4508 0.449700:00:30 0.4511 0.4500
00:00:06 0.4505 0.449400:00:12 0.4507 0.4496
00:00:01 0.4500 0.4489
(in) (in)
00:00:04 0.4504 0.449300:00:05 0.4503 0.4492
00:00:02 0.4502 0.449100:00:03 0.4503 0.4492
Consolidation Test Results(Sequence 14) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 14) Load 8.000 tsf
TimeIndex
00:00:00 0.4485 0.4474
0.44900.45400.45900.46400.46900.47400.47900.48400.48900.4940
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load14Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 34 of 35
16 60.9200 1.242817 61.1067 1.232118 61.6800 1.199219 62.1333 1.173220 62.6400 1.144121 63.0533 1.120422 63.3733 1.102023 63.6267 1.087524 63.8267 1.076025 64.0000 1.066126 64.1200 1.059227 64.2533 1.051528 64.3467 1.046229 64.4400 1.040830 64.5200 1.036231 64.5867 1.032432 64.6533 1.028633 64.7333 1.024034 64.7733 1.021735 64.8267 1.018636 64.8667 1.016309:30:35 0.4876 0.4865
08:30:30 0.4869 0.485809:00:33 0.4873 0.4862
07:30:26 0.4860 0.484908:00:28 0.4866 0.4855
06:30:21 0.4850 0.483907:00:23 0.4855 0.4844
05:30:17 0.4837 0.482606:00:19 0.4844 0.4833
04:30:12 0.4820 0.480905:00:14 0.4830 0.4819
03:30:08 0.4798 0.478704:00:10 0.4811 0.4800
02:30:03 0.4764 0.475303:00:05 0.4783 0.4772
01:29:59 0.4709 0.469802:00:01 0.4740 0.4729
00:40:00 0.4637 0.462600:59:59 0.4671 0.4660
00:15:00 0.4580 0.456900:20:00 0.4594 0.4583 0.4485
0.45350.45850.46350.46850.47350.47850.48350.48850.4935
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 34 of 35
3764.9067
1.014038
64.94671.0118
3964.9733
1.010240
65.00001.0087
4165.0400
1.006442
65.06671.0049
4365.0800
1.004144
65.10671.0026
4565.1200
1.001846
65.14671.0003
4765.1733
0.998748
65.18670.9980
4965.1867
0.998050
65.21330.9964
5165.2267
0.995752
65.25330.9942
5365.2667
0.993454
65.28000.9926
5565.2800
0.992656
65.29330.9919
5765.3067
0.991158
65.32000.9903
5965.3333
0.989660
65.33330.9896
6165.3467
0.988862
65.36000.9880
6365.3733
0.987364
65.38670.9865
6565.3867
0.986523:31:39
0.49150.4904
24:01:080.4915
0.4904
22:31:340.4913
0.490223:01:37
0.49140.4903
21:31:300.4911
0.490022:01:32
0.49120.4901
20:31:250.4910
0.489921:01:27
0.49110.4900
19:31:210.4908
0.489720:01:23
0.49090.4898
18:31:160.4907
0.489619:01:18
0.49070.4896
17:31:110.4905
0.489418:01:14
0.49060.4895
16:31:070.4902
0.489117:01:09
0.49030.4892
15:31:020.4900
0.488916:01:05
0.49000.4889
14:30:580.4897
0.488615:01:00
0.48990.4888
13:30:530.4894
0.488314:00:55
0.48950.4884
12:30:490.4891
0.488013:00:51
0.48920.4881
11:30:440.4886
0.487512:00:46
0.48890.4878
10:30:390.4882
0.487111:00:42
0.48840.4873
10:00:370.4879
0.4868
Page 35 of 35
Page 35 of 35
Consolidation TestTest Results
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
Stra
in (%
)
Before After Liquid Limits: 107 Test Date: 16 May 2011146.40 44.54 Plastic Limits: 33
Dry Density (pcf): 36.18 80.19 Plasticity Index (%): 74Saturation (%): 111.83 122.98Void Ratio: 3.1369 1.1683 Specific Gravity: 2.402 MeasuredSample Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 14 - 16 feet Remarks:Sample Number: Boring Number: BHSP-LS4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
40.00
45.00
50.000.010 0.100 1.000 10.000
Pressure (tsf)
Consolidation TestTest Results
1.5000
2.0000
2.5000
3.0000
Void
Rat
io
Before After Liquid Limits: 107 Test Date: 16 May 2011146.40 44.54 Plastic Limits: 33
Dry Density (pcf): 36.18 80.19 Plasticity Index (%): 74Saturation (%): 111.83 122.98Void Ratio: 3.1369 1.1683 Specific Gravity: 2.402 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 14 - 16 feet Remarks:Sample Number: Boring Number: BHSP-LS4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
1.0000
1.5000
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
200.0000
400.0000
600.0000
800.0000
1000.0000
1200.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 107 Test Date: 16 May 2011146.40 44.54 Plastic Limits: 33
Dry Density (pcf): 36.18 80.19 Plasticity Index (%): 74Saturation (%): 111.83 122.98Void Ratio: 3.1369 1.1683 Specific Gravity: 2.402 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 14 - 16 feet Remarks:Sample Number: Boring Number: BHSP-LS4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
200.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
160.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 107 Test Date: 16 May 2011146.40 44.54 Plastic Limits: 33
Dry Density (pcf): 36.18 80.19 Plasticity Index (%): 74Saturation (%): 111.83 122.98Void Ratio: 3.1369 1.1683 Specific Gravity: 2.402 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 14 - 16 feet Remarks:Sample Number: Boring Number: BHSP-LS4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
20.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.3931Ymax
Consolidation TestTest Results
0.475
0.525
0.575
0.625
0.675
0.725
0.775
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 107 Test Date: 16 May 2011146.40 44.54 Plastic Limits: 33
Dry Density (pcf): 36.18 80.19 Plasticity Index (%): 74Saturation (%): 111.83 122.98Void Ratio: 3.1369 1.1683 Specific Gravity: 2.402 MeasuredSoil Description: Organic Clay (OH)Project Number: 10883-011-00 Depth: 14 - 16 feet Remarks:Sample Number: Boring Number: BHSP-LS4-3Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.375
0.425
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-LS4-30
Organic C
lay (OH
)D
epth:14 - 16 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:16 M
ay 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.56870.00
3.13730.000
0.0000.000
0.0000.031
0.00050.7495
0.56820.07
3.13460.453
0.730959.814
138.2950.063
0.00690.7431
0.56180.92
3.099262.663
20.9706.819
4.7340.125
0.03680.7132
0.53194.91
2.93430.796
23.009494.762
3.9740.250
0.07470.6753
0.49409.96
2.725272.733
16.9754.852
4.8290.500
0.13470.6153
0.434017.96
2.394228.963
25.83310.115
2.6341.000
0.18510.5649
0.383624.68
2.1162108.901
21.9842.267
2.6090.250
0.17310.5769
0.395623.08
2.18240.000
0.0000.000
0.0000.063
0.15460.5954
0.414120.61
2.28450.000
0.0000.000
0.0000.250
0.15810.5919
0.410621.08
2.26520.937
4.002289.346
15.7370.500
0.17300.5770
0.395723.07
2.183058.816
13.6604.380
4.3811.000
0.19890.5511
0.369826.52
2.040165.942
15.5123.564
3.5202.000
0.25450.4955
0.314233.93
1.733431.010
29.7876.127
1.4824.000
0.30820.4418
0.260541.09
1.437255.046
30.7142.744
1.1428.000
0.35690.3931
0.211847.59
1.168540.399
32.4142.960
0.857Predicted value indicated w
ith *
121314 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date:16 May 2011
Sample Number: Sample Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 107.0000 Initial Void Ratio: 3.1369 Initial Height (in): 0.7500Plastic Limit: 33.0000 Plasticity Index (%): 74.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.4020 Weight of Ring (g): 107.0200
Measured
Void RatioSaturation (%)
Dry Density (pcf)
75.5657.9318.35
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 44.54
152.3473.3019.31
146.401.1683
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
122.9880.19
3.1369111.8336.18
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 0.0000 3.13691 0.0267 3.13582 0.0267 3.13583 0.0267 3.13584 0.0267 3.13585 0.0267 3.13586 0.0267 3.13587 0.0267 3.13588 0.0400 3.13529 0.0400 3.1352
10 0.0533 3.134711 0.0667 3.134112 0.0667 3.134113 0.0667 3.134114 0.0667 3.1341
Tested By: Checked By:
00:05:00 0.0009 0.000500:07:14 0.0009 0.0005
00:02:00 0.0009 0.000500:04:00 0.0009 0.0005
00:00:30 0.0007 0.000300:01:00 0.0008 0.0004
00:00:12 0.0006 0.000200:00:15 0.0007 0.0003
00:00:05 0.0006 0.000200:00:06 0.0006 0.0002
00:00:03 0.0006 0.000200:00:04 0.0006 0.0002
00:00:01 0.0006 0.000200:00:02 0.0006 0.0002
0.0000
Index
Consolidation Test Results(Sequence 1) Load 0.031 tsf
Consolidation Test Results(Sequence 1) Load 0.031 tsf
Settlement(in)Time Displacement
(in)00:00:00 0.0004
0.00020.00030.00040.00050.00060.00070.00080.00090.0010
0.0 0.5 1.0 1.5 2.0 2.5 3.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
0.0005
0 0006in)
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 8 of 29
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
0.0011
0.00120.10 1.00 10.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Page 8 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 0.0667 3.13411 0.1333 3.13142 0.1333 3.13143 0.1333 3.13144 0.1333 3.13145 0.1333 3.13146 0.1467 3.13087 0.1467 3.13088 0.1467 3.13089 0.1600 3.1303
10 0.1867 3.129211 0.2400 3.127012 0.3067 3.124213 0.3333 3.123114 0.3867 3.120915 0.4267 3.119216 0.4933 3.116500:15:00 0.0041 0.0037
00:08:00 0.0033 0.002900:10:00 0.0036 0.0032
00:04:00 0.0027 0.002300:05:00 0.0029 0.0025
00:01:00 0.0018 0.001400:02:00 0.0022 0.0018
00:00:15 0.0015 0.001100:00:30 0.0016 0.0012
00:00:06 0.0015 0.001100:00:12 0.0015 0.0011
00:00:04 0.0014 0.001000:00:05 0.0014 0.0010
00:00:02 0.0014 0.001000:00:03 0.0014 0.0010
00:00:00 0.0009 0.000500:00:01 0.0014 0.0010
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time Settlement(in)
Displacement
0.0010
0.0020
0.0030
0.0040
0.0050
0.0060
0.0070
0.0080
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 29
17 0.5600 3.113718 0.6667 3.109319 0.7733 3.104920 0.7867 3.104421 0.7867 3.104422 0.8400 3.102123 0.8933 3.099924 0.9067 3.099425 0.9200 3.098826 0.9200 3.098827 0.9200 3.098828 0.9200 3.0988
Tested By: Checked By:05:03:45 0.0073 0.0069
04:29:57 0.0073 0.006904:59:57 0.0073 0.0069
03:29:58 0.0072 0.006803:59:57 0.0073 0.0069
02:29:58 0.0067 0.006302:59:58 0.0071 0.0067
01:29:59 0.0063 0.005901:59:58 0.0063 0.0059
00:39:59 0.0054 0.005000:59:59 0.0062 0.0058
00:20:00 0.0046 0.0042 0.0014
0.0024
0.0034
0.0044
0.0054
0.0064
0.0074
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 0.9200 3.09881 0.9467 3.09772 0.9467 3.09773 0.9467 3.09774 0.9467 3.09775 0.9467 3.09776 1.0000 3.09557 1.1067 3.09118 1.1733 3.08849 1.2667 3.0845
10 1.4000 3.079011 1.5600 3.072412 1.8000 3.062413 1.8933 3.058614 2.1333 3.048615 2.2667 3.043116 2.5200 3.032600:14:59 0.0193 0.0189
00:07:59 0.0164 0.016000:09:59 0.0174 0.0170
00:04:00 0.0139 0.013500:05:00 0.0146 0.0142
00:01:00 0.0109 0.010500:02:00 0.0121 0.0117
00:00:15 0.0092 0.008800:00:30 0.0099 0.0095
00:00:06 0.0079 0.007500:00:12 0.0087 0.0083
00:00:05 0.0075 0.0071
00:00:02 0.0075 0.007100:00:03 0.0075 0.0071
00:00:00 0.0073 0.006900:00:01 0.0075 0.0071
00:00:04 0.0075 0.0071
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement(in)
Settlement(in)
0.0060
0.0110
0.0160
0.0210
0.0260
0.0310
0.0360
0.0410
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 29
17 2.7600 3.022718 3.3600 2.997919 3.7733 2.980820 4.2267 2.962021 4.4933 2.951022 4.5733 2.947723 4.6267 2.945524 4.6400 2.944925 4.6533 2.944426 4.6800 2.943327 4.6933 2.942728 4.7067 2.942229 4.7200 2.941630 4.7200 2.941631 4.8000 2.938332 4.8267 2.937233 4.8267 2.937234 4.8400 2.936735 4.8400 2.936736 4.8400 2.936709:30:37 0.0367 0.0363
08:30:32 0.0367 0.036309:00:35 0.0367 0.0363
07:30:28 0.0366 0.036208:00:30 0.0366 0.0362
06:30:23 0.0358 0.035407:00:25 0.0364 0.0360
05:30:19 0.0357 0.035306:00:21 0.0358 0.0354
04:30:14 0.0355 0.035105:00:16 0.0356 0.0352
03:30:10 0.0352 0.034804:00:12 0.0353 0.0349
02:30:05 0.0347 0.034303:00:07 0.0351 0.0347
01:30:00 0.0321 0.031702:00:03 0.0341 0.0337
00:39:59 0.0256 0.025200:59:59 0.0287 0.0283
00:19:59 0.0211 0.0207 0.0078
0.0128
0.0178
0.0228
0.0278
0.0328
0.0378
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 29
37 4.8400 2.936738 4.8533 2.936139 4.8533 2.936140 4.8533 2.936141 4.8533 2.936142 4.8533 2.936143 4.8667 2.935644 4.8667 2.935645 4.8667 2.935646 4.8667 2.935647 4.8800 2.935048 4.8933 2.934549 4.8933 2.934550 4.8933 2.934551 4.9067 2.933952 4.9067 2.933917:13:43 0.0372 0.0368
16:31:09 0.0371 0.036717:01:11 0.0372 0.0368
15:31:04 0.0371 0.036716:01:06 0.0371 0.0367
14:30:59 0.0369 0.036515:01:02 0.0370 0.0366
13:30:55 0.0369 0.036514:00:57 0.0369 0.0365
12:30:50 0.0368 0.036413:00:53 0.0369 0.0365
11:30:46 0.0368 0.036412:00:48 0.0368 0.0364
10:30:41 0.0368 0.036411:00:44 0.0368 0.0364
10:00:39 0.0367 0.0363
Page 11 of 29Page 11 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 4.9067 2.93391 4.9867 2.93062 5.0667 2.92733 5.1067 2.92564 5.1333 2.92455 5.1600 2.92346 5.1733 2.92297 5.2667 2.91908 5.2800 2.91859 5.4000 2.9135
10 5.5867 2.905811 5.8133 2.896412 6.1333 2.883213 6.2800 2.877114 6.6267 2.862815 6.8000 2.855616 7.1867 2.839600:15:01 0.0543 0.0539
00:08:00 0.0501 0.049700:10:00 0.0514 0.0510
00:04:00 0.0464 0.046000:05:00 0.0475 0.0471
00:01:00 0.0423 0.041900:02:00 0.0440 0.0436
00:00:15 0.0400 0.039600:00:30 0.0409 0.0405
00:00:06 0.0392 0.038800:00:12 0.0399 0.0395
00:00:04 0.0389 0.038500:00:05 0.0391 0.0387
00:00:02 0.0384 0.038000:00:03 0.0387 0.0383
00:00:00 0.0372 0.036800:00:01 0.0378 0.0374
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement(in)
Settlement(in)
0.03760.04260.04760.05260.05760.06260.06760.07260.07760.0826
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 29
17 7.4933 2.826918 8.3200 2.792719 8.8267 2.771720 9.2800 2.753021 9.5333 2.742522 9.6667 2.737023 9.7733 2.732624 9.8400 2.729825 9.8800 2.728226 9.9333 2.726027 9.9600 2.724928 9.9600 2.7249
Tested By: Checked By:05:00:27 0.0751 0.0747
04:30:20 0.0749 0.074505:00:22 0.0751 0.0747
03:30:16 0.0742 0.073804:00:18 0.0745 0.0741
02:30:11 0.0729 0.072503:00:13 0.0737 0.0733
01:30:06 0.0700 0.069602:00:09 0.0719 0.0715
00:40:03 0.0628 0.062401:00:04 0.0666 0.0662
00:20:01 0.0566 0.0562 0.03820.04320.04820.05320.05820.06320.06820.07320.0782
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 9.9600 2.72491 10.0133 2.72272 10.0800 2.71993 10.1600 2.71664 10.2000 2.71495 10.2400 2.71336 10.2800 2.71167 10.4133 2.70618 10.4667 2.70399 10.6133 2.6978
10 10.8267 2.689011 11.1467 2.675812 11.6000 2.657013 11.7867 2.649314 12.2400 2.630515 12.5067 2.619516 13.0400 2.5974
00:10:01 0.0942 0.093800:15:02 0.0982 0.0978
00:05:01 0.0888 0.088400:08:01 0.0922 0.0918
00:02:01 0.0840 0.083600:04:01 0.0874 0.0870
00:00:30 0.0800 0.079600:01:01 0.0816 0.0812
00:00:12 0.0785 0.078100:00:15 0.0789 0.0785
00:00:05 0.0772 0.076800:00:06 0.0775 0.0771
00:00:03 0.0766 0.076200:00:04 0.0769 0.0765
00:00:01 0.0755 0.075100:00:02 0.0760 0.0756
SettlementDisplacement(in)
00:00:00 0.0751 0.0747
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)
0.0754
0.0854
0.0954
0.1054
0.1154
0.1254
0.1354
0.1454
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 29
17 13.4800 2.579218 14.7333 2.527419 15.5333 2.494320 16.2667 2.464021 16.6800 2.446922 16.9200 2.436923 17.1600 2.427024 17.3333 2.419825 17.4400 2.415426 17.5333 2.411627 17.5733 2.409928 17.6400 2.407129 17.6667 2.406030 17.6933 2.404931 17.7333 2.403332 17.7467 2.402733 17.7600 2.402234 17.7733 2.401635 17.7867 2.401136 17.8000 2.4005
09:00:41 0.1338 0.133409:30:43 0.1339 0.1335
08:00:37 0.1336 0.133208:30:39 0.1337 0.1333
07:00:32 0.1334 0.133007:30:35 0.1335 0.1331
06:00:28 0.1329 0.132506:30:30 0.1331 0.1327
05:00:23 0.1322 0.131805:30:25 0.1327 0.1323
04:00:19 0.1312 0.130804:30:21 0.1319 0.1315
03:00:14 0.1291 0.128703:30:16 0.1304 0.1300
02:00:10 0.1255 0.125102:30:12 0.1273 0.1269
01:00:05 0.1169 0.116501:30:07 0.1224 0.1220
00:20:02 0.1015 0.101100:40:03 0.1109 0.1105
0.0760
0.0860
0.0960
0.1060
0.1160
0.1260
0.1360
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 29
37 17.8267 2.399438 17.8400 2.398939 17.8400 2.398940 17.8533 2.398341 17.8533 2.398342 17.8667 2.397843 17.8667 2.397844 17.8667 2.397845 17.8800 2.397246 17.8800 2.397247 17.8933 2.396748 17.8933 2.396749 17.8933 2.396750 17.9067 2.396151 17.9200 2.395652 17.9200 2.395653 17.9333 2.395054 17.9600 2.393955 17.9600 2.3939
Tested By: Checked By:18:38:08 0.1351 0.1347
18:01:22 0.1349 0.134518:31:25 0.1351 0.1347
17:01:18 0.1348 0.134417:31:20 0.1348 0.1344
16:01:13 0.1346 0.134216:31:16 0.1347 0.1343
15:01:09 0.1346 0.134215:31:11 0.1346 0.1342
14:01:04 0.1345 0.134114:31:06 0.1345 0.1341
13:01:00 0.1344 0.134013:31:02 0.1344 0.1340
12:00:55 0.1343 0.133912:30:57 0.1344 0.1340
11:00:50 0.1342 0.133811:30:53 0.1343 0.1339
10:00:46 0.1341 0.133710:30:48 0.1342 0.1338
Page 14 of 29Page 14 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 17.9600 2.39391 18.0933 2.38842 18.1467 2.38623 18.1733 2.38514 18.1867 2.38455 18.2133 2.38346 18.2400 2.38237 18.3333 2.37858 18.3733 2.37689 18.5067 2.3713
10 18.7067 2.363011 19.0000 2.350912 19.4267 2.333213 19.5867 2.326614 20.0133 2.309015 20.2667 2.298516 20.7733 2.277500:15:01 0.1562 0.1558
00:08:01 0.1505 0.150100:10:01 0.1524 0.1520
00:04:00 0.1461 0.145700:05:00 0.1473 0.1469
00:01:00 0.1407 0.140300:02:00 0.1429 0.1425
00:00:15 0.1382 0.137800:00:30 0.1392 0.1388
00:00:06 0.1372 0.136800:00:12 0.1379 0.1375
00:00:04 0.1368 0.136400:00:05 0.1370 0.1366
00:00:02 0.1365 0.136100:00:03 0.1367 0.1363
00:00:00 0.1351 0.134700:00:01 0.1361 0.1357
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
0.1355
0.1455
0.1555
0.1655
0.1755
0.1855
0.19550.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 29
17 21.2000 2.259918 22.4400 2.208619 23.2133 2.176620 23.9733 2.145121 24.4533 2.125322 24.6800 2.115923 24.6800 2.115924 24.6800 2.115925 24.6800 2.115926 24.6800 2.115927 24.6800 2.1159
Tested By: Checked By:
04:29:51 0.1855 0.185104:59:47 0.1855 0.1851
03:30:00 0.1855 0.185103:59:56 0.1855 0.1851
02:30:09 0.1855 0.185103:00:05 0.1855 0.1851
01:30:07 0.1802 0.179802:00:09 0.1838 0.1834
00:40:03 0.1687 0.168301:00:05 0.1745 0.1741
00:20:02 0.1594 0.1590 0.1348
0.1448
0.1548
0.1648
0.1748
0.1848
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 24.6800 2.11591 25.6533 2.07562 25.6267 2.07673 25.6267 2.07674 25.6267 2.07675 25.6133 2.07736 25.6133 2.07737 25.5733 2.07908 25.5467 2.08019 25.4800 2.0828
10 25.3733 2.087211 25.2000 2.094412 24.9867 2.103213 24.8933 2.107114 24.6667 2.116515 24.5600 2.120916 24.3333 2.1303
00:10:01 0.1846 0.184200:15:01 0.1829 0.1825
00:05:00 0.1871 0.186700:08:01 0.1854 0.1850
00:02:00 0.1894 0.189000:04:00 0.1878 0.1874
00:00:30 0.1915 0.191100:01:00 0.1907 0.1903
00:00:12 0.1922 0.191800:00:15 0.1920 0.1916
00:00:05 0.1925 0.192100:00:06 0.1925 0.1921
00:00:03 0.1926 0.192200:00:04 0.1926 0.1922
00:00:02 0.1926 0.1922
Displacement(in) (in)
00:00:00 0.1855 0.1851
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime
00:00:01 0.1928 0.1924
0.1734
0.1784
0.1834
0.1884
0.1934
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 16 of 29
16 24.3333 2.130317 24.1333 2.138518 23.7200 2.155619 23.5200 2.163920 23.3733 2.170021 23.2933 2.173322 23.2667 2.174423 23.2400 2.175524 23.2267 2.176025 23.2000 2.177126 23.1867 2.177727 23.1867 2.177728 23.1733 2.178229 23.1733 2.178230 23.1600 2.178831 23.1600 2.178832 23.1600 2.178833 23.1600 2.178834 23.1600 2.178835 23.1467 2.179336 23.1467 2.1793
09:00:41 0.1740 0.173609:30:43 0.1740 0.1736
08:00:37 0.1741 0.173708:30:39 0.1741 0.1737
07:00:32 0.1741 0.173707:30:34 0.1741 0.1737
06:00:27 0.1742 0.173806:30:30 0.1741 0.1737
05:00:23 0.1743 0.173905:30:25 0.1742 0.1738
04:00:18 0.1744 0.174004:30:21 0.1743 0.1739
03:00:14 0.1747 0.174303:30:16 0.1746 0.1742
02:00:09 0.1751 0.174702:30:11 0.1749 0.1745
01:00:05 0.1768 0.176401:30:07 0.1757 0.1753
00:20:02 0.1814 0.181000:40:03 0.1783 0.1779
00:15:01 0.1829 0.1825
0.1734
0.1784
0.1834
0.1884
0.1934
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load7Log
Page 16 of 29
37 23.1333 2.179938 23.1333 2.179939 23.1333 2.179940 23.1333 2.179941 23.1333 2.179942 23.1333 2.179943 23.1200 2.180444 23.1200 2.180445 23.1200 2.180446 23.1200 2.180447 23.1067 2.181048 23.1067 2.181049 23.1067 2.181050 23.1067 2.181051 23.1067 2.181052 23.0933 2.181553 23.0933 2.181554 23.0933 2.181555 23.0933 2.181556 23.0933 2.181557 23.0933 2.181558 23.0933 2.181559 23.0800 2.182160 23.0800 2.182161 23.0800 2.182162 23.0800 2.1821
22:01:41 0.1735 0.173122:31:12 0.1735 0.1731
21:01:36 0.1735 0.173121:31:38 0.1735 0.1731
20:01:31 0.1736 0.173220:31:34 0.1736 0.1732
19:01:27 0.1736 0.173219:31:29 0.1736 0.1732
18:01:22 0.1736 0.173218:31:25 0.1736 0.1732
17:01:18 0.1737 0.173317:31:20 0.1736 0.1732
16:01:13 0.1737 0.173316:31:15 0.1737 0.1733
15:01:09 0.1737 0.173315:31:11 0.1737 0.1733
14:01:04 0.1738 0.173414:31:06 0.1738 0.1734
13:00:59 0.1738 0.173413:31:02 0.1738 0.1734
12:00:55 0.1739 0.173512:30:57 0.1739 0.1735
11:00:50 0.1739 0.173511:30:53 0.1739 0.1735
10:00:46 0.1739 0.173510:30:48 0.1739 0.1735
Page 17 of 29Page 17 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 23.0800 2.18211 23.0400 2.18382 23.0400 2.18383 23.0400 2.18384 23.0267 2.18435 23.0267 2.18436 23.0267 2.18437 23.0000 2.18548 22.9867 2.18609 22.9600 2.1871
10 22.9200 2.188711 22.8400 2.192012 22.7200 2.197013 22.6667 2.199214 22.5467 2.204215 22.4800 2.206916 22.3200 2.213500:15:01 0.1678 0.1674
00:08:00 0.1695 0.169100:10:00 0.1690 0.1686
00:04:00 0.1708 0.170400:05:00 0.1704 0.1700
00:01:00 0.1723 0.171900:02:00 0.1717 0.1713
00:00:15 0.1728 0.172400:00:30 0.1726 0.1722
00:00:06 0.1731 0.172700:00:12 0.1729 0.1725
00:00:04 0.1731 0.172700:00:05 0.1731 0.1727
00:00:02 0.1732 0.172800:00:03 0.1732 0.1728
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.1732 0.1728
(in)Index Time (in)00:00:00 0.1735 0.1731
0.1548
0.1598
0.1648
0.1698
0.17480.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 18 of 29
16 22.3200 2.213517 22.2133 2.218018 21.8800 2.231719 21.5733 2.244420 21.3333 2.254421 21.1467 2.262122 21.0267 2.267023 20.9600 2.269824 20.9200 2.271525 20.8800 2.273126 20.8400 2.274827 20.8267 2.275328 20.8133 2.275929 20.7867 2.277030 20.7733 2.277531 20.7467 2.278632 20.7333 2.279233 20.7333 2.279234 20.7200 2.279735 20.7200 2.279736 20.7067 2.280309:30:43 0.1557 0.1553
08:30:38 0.1558 0.155409:00:41 0.1558 0.1554
07:30:34 0.1559 0.155508:00:36 0.1559 0.1555
06:30:29 0.1562 0.155807:00:32 0.1560 0.1556
05:30:25 0.1565 0.156106:00:27 0.1563 0.1559
04:30:20 0.1567 0.156305:00:22 0.1566 0.1562
03:30:16 0.1573 0.156904:00:18 0.1570 0.1566
02:30:11 0.1581 0.157703:00:13 0.1576 0.1572
01:30:06 0.1604 0.160002:00:09 0.1590 0.1586
00:40:03 0.1645 0.164101:00:04 0.1622 0.1618
00:15:01 0.1678 0.167400:20:01 0.1670 0.1666 0.1548
0.1598
0.1648
0.1698
0.17480.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load8Log
Page 18 of 29
37 20.7067 2.280338 20.7067 2.280339 20.6933 2.280840 20.6933 2.280841 20.6800 2.281442 20.6800 2.281443 20.6800 2.281444 20.6667 2.281945 20.6533 2.282546 20.6533 2.282547 20.6400 2.283048 20.6400 2.283049 20.6400 2.283050 20.6267 2.283651 20.6267 2.283652 20.6267 2.283653 20.6267 2.283654 20.6267 2.283655 20.6133 2.2841
18:31:24 0.1551 0.154718:46:30 0.1550 0.1546
17:31:20 0.1551 0.154718:01:22 0.1551 0.1547
16:31:15 0.1551 0.154717:01:17 0.1551 0.1547
15:31:11 0.1552 0.154816:01:13 0.1552 0.1548
14:31:06 0.1553 0.154915:01:08 0.1552 0.1548
13:31:01 0.1554 0.155014:01:04 0.1553 0.1549
12:30:57 0.1555 0.155113:00:59 0.1555 0.1551
11:30:52 0.1556 0.155212:00:55 0.1555 0.1551
10:30:48 0.1557 0.155311:00:50 0.1556 0.1552
10:00:45 0.1557 0.1553
Page 19 of 29Page 19 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 20.6133 2.28411 20.6400 2.28302 20.6400 2.28303 20.6400 2.28304 20.6400 2.28305 20.6533 2.28256 20.6533 2.28257 20.6667 2.28198 20.6800 2.28149 20.6933 2.2808
10 20.7200 2.279711 20.7467 2.278612 20.8133 2.275913 20.8267 2.275314 20.8667 2.273715 20.8933 2.272616 20.9333 2.270900:15:01 0.1574 0.1570
00:08:00 0.1569 0.156500:10:01 0.1571 0.1567
00:04:00 0.1565 0.156100:05:00 0.1566 0.1562
00:01:00 0.1558 0.155400:02:00 0.1560 0.1556
00:00:15 0.1555 0.155100:00:30 0.1556 0.1552
00:00:06 0.1553 0.154900:00:12 0.1554 0.1550
00:00:04 0.1552 0.154800:00:05 0.1553 0.1549
00:00:02 0.1552 0.154800:00:03 0.1552 0.1548
00:00:00 0.1550 0.154600:00:01 0.1552 0.1548
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
0.15480.15530.15580.15630.15680.15730.15780.15830.15880.1593
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 29
16 20.9333 2.270917 20.9467 2.270418 21.0133 2.267619 21.0267 2.267020 21.0400 2.266521 21.0533 2.265922 21.0533 2.265923 21.0533 2.265924 21.0667 2.265425 21.0667 2.265426 21.0667 2.265427 21.0800 2.264828 21.0800 2.264829 21.0800 2.2648
Tested By: Checked By:
05:30:25 0.1585 0.158105:48:54 0.1585 0.1581
04:30:20 0.1584 0.158005:00:23 0.1585 0.1581
03:30:16 0.1584 0.158004:00:18 0.1584 0.1580
02:30:11 0.1583 0.157903:00:13 0.1583 0.1579
01:30:07 0.1582 0.157802:00:09 0.1583 0.1579
00:40:03 0.1580 0.157601:00:04 0.1581 0.1577
00:15:01 0.1574 0.157000:20:01 0.1575 0.1571 0.1550
0.15550.15600.15650.15700.15750.15800.1585
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 21.0800 2.26481 21.1467 2.26212 21.1467 2.26213 21.1467 2.26214 21.1600 2.26155 21.1600 2.26156 21.1600 2.26157 21.2000 2.25998 21.2133 2.25939 21.2533 2.2577
10 21.3333 2.254411 21.4400 2.249912 21.5867 2.243913 21.6533 2.241114 21.8000 2.235115 21.8800 2.231716 22.0667 2.224000:15:01 0.1659 0.1655
00:08:01 0.1639 0.163500:10:01 0.1645 0.1641
00:04:01 0.1623 0.161900:05:01 0.1628 0.1624
00:01:00 0.1604 0.160000:02:00 0.1612 0.1608
00:00:15 0.1595 0.159100:00:30 0.1598 0.1594
00:00:06 0.1591 0.158700:00:12 0.1594 0.1590
00:00:04 0.1591 0.158700:00:05 0.1591 0.1587
00:00:03 0.1590 0.1586
00:00:01
Displacement(in)
Settlement(in)
0.1590 0.158600:00:00 0.1585 0.1581
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
00:00:02 0.1590 0.1586
0.15850.16050.16250.16450.16650.16850.17050.17250.1745
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 29
16 22.0667 2.224017 22.2000 2.218518 22.5333 2.204719 22.7067 2.197520 22.8933 2.189821 22.9467 2.187622 22.9733 2.186523 22.9867 2.186024 22.9867 2.186025 23.0000 2.185426 23.0133 2.184927 23.0267 2.184328 23.0267 2.184329 23.0267 2.184330 23.0267 2.184331 23.0400 2.183832 23.0400 2.183833 23.0400 2.183834 23.0400 2.183835 23.0400 2.183836 23.0533 2.183209:30:43 0.1733 0.1729
08:30:39 0.1732 0.172809:00:41 0.1732 0.1728
07:30:34 0.1732 0.172808:00:37 0.1732 0.1728
06:30:30 0.1731 0.172707:00:32 0.1732 0.1728
05:30:25 0.1731 0.172706:00:28 0.1731 0.1727
04:30:21 0.1730 0.172605:00:23 0.1731 0.1727
03:30:16 0.1728 0.172404:00:18 0.1729 0.1725
02:30:12 0.1727 0.172303:00:14 0.1728 0.1724
01:30:07 0.1721 0.171702:00:09 0.1725 0.1721
00:40:03 0.1694 0.169001:00:05 0.1707 0.1703
00:15:01 0.1659 0.165500:20:02 0.1669 0.1665 0.1585
0.16050.16250.16450.16650.16850.17050.17250.1745
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 29
37 23.0533 2.183238 23.0533 2.183239 23.0533 2.183240 23.0533 2.183241 23.0533 2.183242 23.0533 2.183243 23.0533 2.183244 23.0533 2.183245 23.0533 2.183246 23.0533 2.183247 23.0533 2.183248 23.0533 2.183249 23.0533 2.183250 23.0533 2.183251 23.0533 2.183252 23.0533 2.183253 23.0533 2.183254 23.0533 2.183255 23.0667 2.182756 23.0667 2.182757 23.0667 2.182758 23.0667 2.182759 23.0667 2.1827
20:31:34 0.1734 0.173020:47:19 0.1734 0.1730
19:31:29 0.1734 0.173020:01:31 0.1734 0.1730
18:31:25 0.1733 0.172919:01:27 0.1734 0.1730
17:31:20 0.1733 0.172918:01:22 0.1733 0.1729
16:31:15 0.1733 0.172917:01:18 0.1733 0.1729
15:31:11 0.1733 0.172916:01:13 0.1733 0.1729
14:31:06 0.1733 0.172915:01:09 0.1733 0.1729
13:31:02 0.1733 0.172914:01:04 0.1733 0.1729
12:30:57 0.1733 0.172913:00:59 0.1733 0.1729
11:30:53 0.1733 0.172912:00:55 0.1733 0.1729
10:30:48 0.1733 0.172911:00:50 0.1733 0.1729
10:00:46 0.1733 0.1729
Page 22 of 29Page 22 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 23.0667 2.18271 23.1467 2.17932 23.1600 2.17883 23.1733 2.17824 23.1867 2.17775 23.1867 2.17776 23.2000 2.17717 23.2533 2.17498 23.2667 2.17449 23.3467 2.1711
10 23.4533 2.166711 23.6000 2.160612 23.8267 2.151213 23.9200 2.147414 24.1467 2.138015 24.2933 2.131916 24.5467 2.121400:15:01 0.1845 0.1841
00:08:01 0.1815 0.181100:10:01 0.1826 0.1822
00:04:00 0.1791 0.178700:05:00 0.1798 0.1794
00:01:00 0.1763 0.175900:02:00 0.1774 0.1770
00:00:15 0.1749 0.174500:00:30 0.1755 0.1751
00:00:06 0.1744 0.174000:00:12 0.1748 0.1744
00:00:01 0.1740 0.1736
(in) (in)
00:00:04 0.1743 0.173900:00:05 0.1743 0.1739
00:00:02 0.1741 0.173700:00:03 0.1742 0.1738
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 1.000 tsf
TimeIndex
00:00:00 0.1734 0.1730
0.1735
0.1785
0.1835
0.1885
0.1935
0.1985
0.2035
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 29
16 24.5467 2.121417 24.7600 2.112618 25.3067 2.090019 25.6000 2.077920 25.8400 2.067921 25.9600 2.063022 26.0533 2.059123 26.1067 2.056924 26.1467 2.055225 26.1733 2.054126 26.2133 2.052527 26.2400 2.051428 26.2533 2.050829 26.2667 2.050330 26.2800 2.049731 26.3067 2.048632 26.3200 2.048133 26.3333 2.047534 26.3467 2.047035 26.3600 2.046436 26.3600 2.046409:30:43 0.1981 0.1977
08:30:39 0.1980 0.197609:00:41 0.1981 0.1977
07:30:34 0.1978 0.197408:00:37 0.1979 0.1975
06:30:30 0.1975 0.197107:00:32 0.1977 0.1973
05:30:25 0.1973 0.196906:00:27 0.1974 0.1970
04:30:21 0.1970 0.196605:00:23 0.1972 0.1968
03:30:16 0.1965 0.196104:00:18 0.1967 0.1963
02:30:11 0.1958 0.195403:00:14 0.1962 0.1958
01:30:07 0.1942 0.193802:00:09 0.1951 0.1947
00:40:03 0.1902 0.189801:00:05 0.1924 0.1920
00:15:01 0.1845 0.184100:20:02 0.1861 0.1857
0.1732
0.1782
0.1832
0.1882
0.1932
0.1982
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 29
37 26.3733 2.045938 26.3733 2.045939 26.3867 2.045340 26.3867 2.045341 26.4000 2.044842 26.4000 2.044843 26.4133 2.044244 26.4267 2.043745 26.4267 2.043746 26.4400 2.043147 26.4400 2.043148 26.4533 2.042549 26.4533 2.042550 26.4533 2.042551 26.4667 2.042052 26.4667 2.042053 26.4667 2.042054 26.4667 2.042055 26.4667 2.042056 26.4800 2.041457 26.4800 2.041458 26.4800 2.041459 26.4800 2.041460 26.4800 2.041461 26.4933 2.040962 26.4933 2.040963 26.4933 2.040964 26.4933 2.040965 26.4933 2.040966 26.5067 2.040367 26.5067 2.040368 26.5067 2.040369 26 5200 2 0398
25:31:56 0.1992 0.198826:01:59 0 1993 0 1989
24:31:52 0.1992 0.198825:01:54 0.1992 0.1988
23:31:47 0.1991 0.198724:01:49 0.1991 0.1987
22:31:43 0.1991 0.198723:01:45 0.1991 0.1987
21:31:38 0.1990 0.198622:01:40 0.1991 0.1987
20:31:33 0.1990 0.198621:01:36 0.1990 0.1986
19:31:29 0.1990 0.198620:01:31 0.1990 0.1986
18:31:24 0.1989 0.198519:01:27 0.1989 0.1985
17:31:20 0.1989 0.198518:01:22 0.1989 0.1985
16:31:15 0.1988 0.198417:01:18 0.1989 0.1985
15:31:11 0.1988 0.198416:01:13 0.1988 0.1984
14:31:06 0.1987 0.198315:01:09 0.1987 0.1983
13:31:02 0.1986 0.198214:01:04 0.1986 0.1982
12:30:57 0.1984 0.198013:00:59 0.1985 0.1981
11:30:53 0.1983 0.197912:00:55 0.1984 0.1980
10:30:48 0.1982 0.197811:00:50 0.1983 0.1979
10:00:46 0.1982 0.1978
Page 24 of 29
69 26.5200 2.039870 26.5200 2.039871 26.5200 2.039872 26.5200 2.039873 26.5200 2.0398
27:32:05 0.1993 0.198927:32:39 0.1993 0.1989
26:32:01 0.1993 0.198927:02:03 0.1993 0.1989
26:01:59 0.1993 0.1989
Page 24 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 26.5200 2.03981 26.6800 2.03322 26.7200 2.03153 26.7733 2.02934 26.8000 2.02825 26.8267 2.02716 26.8533 2.02607 26.9733 2.02108 27.0000 2.01999 27.1467 2.0139
10 27.3333 2.006111 27.5867 1.995712 27.9600 1.980213 28.1067 1.974214 28.4933 1.958215 28.6933 1.949916 29.1333 1.931700:15:01 0.2189 0.2185
00:08:01 0.2141 0.213700:10:01 0.2156 0.2152
00:04:00 0.2101 0.209700:05:00 0.2112 0.2108
00:01:00 0.2054 0.205000:02:00 0.2073 0.2069
00:00:15 0.2029 0.202500:00:30 0.2040 0.2036
00:00:06 0.2018 0.201400:00:12 0.2027 0.2023
00:00:05 0.2016 0.2012
00:00:02 0.2008 0.200400:00:03 0.2012 0.2008
00:00:00 0.1993 0.198900:00:01 0.2005 0.2001
00:00:04 0.2014 0.2010
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement Settlement(in) (in)
0.2000
0.2100
0.2200
0.2300
0.2400
0.2500
0.2600
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 29
16 29.1333 1.931717 29.5067 1.916218 30.5733 1.872119 31.2800 1.842920 31.9867 1.813621 32.4267 1.795422 32.7333 1.782823 32.9467 1.773924 33.0933 1.767925 33.2000 1.763426 33.3067 1.759027 33.3867 1.755728 33.4400 1.753529 33.5067 1.750830 33.5333 1.749731 33.5867 1.747532 33.6133 1.746333 33.6400 1.745234 33.6667 1.744135 33.6933 1.743036 33.7200 1.741909:30:43 0.2533 0.2529
08:30:39 0.2529 0.252509:00:41 0.2531 0.2527
07:30:34 0.2525 0.252108:00:36 0.2527 0.2523
06:30:30 0.2519 0.251507:00:32 0.2523 0.2519
05:30:25 0.2512 0.250806:00:27 0.2517 0.2513
04:30:20 0.2502 0.249805:00:23 0.2508 0.2504
03:30:16 0.2486 0.248204:00:18 0.2494 0.2490
02:30:11 0.2459 0.245503:00:14 0.2475 0.2471
01:30:07 0.2403 0.239902:00:09 0.2436 0.2432
00:40:03 0.2297 0.229301:00:04 0.2350 0.2346
00:15:01 0.2189 0.218500:20:01 0.2217 0.2213 0.2012
0.2112
0.2212
0.2312
0.2412
0.2512
0.2612
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 25 of 29
37 33.7333 1.741438 33.7467 1.740839 33.7600 1.740340 33.7867 1.739241 33.8000 1.738642 33.8133 1.738143 33.8267 1.737544 33.8400 1.737045 33.8400 1.737046 33.8533 1.736447 33.8667 1.735948 33.8667 1.735949 33.8933 1.734850 33.9067 1.734251 33.9067 1.734252 33.9200 1.733753 33.9333 1.7331
17:31:20 0.2548 0.254417:51:48 0.2549 0.2545
16:31:15 0.2547 0.254317:01:18 0.2547 0.2543
15:31:11 0.2544 0.254016:01:13 0.2546 0.2542
14:31:06 0.2543 0.253915:01:08 0.2544 0.2540
13:31:01 0.2542 0.253814:01:04 0.2542 0.2538
12:30:57 0.2540 0.253613:00:59 0.2541 0.2537
11:30:52 0.2538 0.253412:00:55 0.2539 0.2535
10:30:48 0.2535 0.253111:00:50 0.2536 0.2532
10:00:45 0.2534 0.2530
Page 26 of 29Page 26 of 29
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 33.9333 1.73311 34.1467 1.72432 34.2133 1.72153 34.2533 1.71994 34.2933 1.71825 34.3333 1.71666 34.3600 1.71557 34.4533 1.71168 34.4800 1.71059 34.6267 1.7044
10 34.8000 1.697311 35.0400 1.687312 35.3867 1.673013 35.5333 1.666914 35.8800 1.652615 36.0800 1.644316 36.5067 1.6267
00:10:01 0.2710 0.270600:15:01 0.2742 0.2738
00:05:00 0.2669 0.266500:08:00 0.2695 0.2691
00:02:00 0.2632 0.262800:04:00 0.2658 0.2654
00:00:30 0.2601 0.259700:01:00 0.2614 0.2610
00:00:12 0.2588 0.258400:00:15 0.2590 0.2586
00:00:05 0.2579 0.257500:00:06 0.2581 0.2577
00:00:03 0.2573 0.256900:00:04 0.2576 0.2572
00:00:02 0.2570 0.2566
Settlement(in) (in)
00:00:00 0.2549 0.2545
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Index Time Displacement
00:00:01 0.2565 0.2561
0.2564
0.2664
0.2764
0.2864
0.2964
0.3064
0.3164
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 29
16 36.5067 1.626717 36.8667 1.611818 37.9067 1.568719 38.6000 1.540120 39.2933 1.511421 39.7733 1.491522 40.0933 1.478323 40.3467 1.467824 40.5467 1.459525 40.6667 1.454626 40.7733 1.450127 40.8533 1.446828 40.9067 1.444629 40.9733 1.441930 41.0000 1.440831 41.0533 1.438632 41.0800 1.437533 41.0933 1.436907:52:00 0.3086 0.3082
07:00:32 0.3083 0.307907:30:34 0.3085 0.3081
06:00:27 0.3077 0.307306:30:30 0.3079 0.3075
05:00:23 0.3068 0.306405:30:25 0.3072 0.3068
04:00:18 0.3054 0.305004:30:20 0.3062 0.3058
03:00:14 0.3030 0.302603:30:16 0.3045 0.3041
02:00:09 0.2987 0.298302:30:11 0.3011 0.3007
01:00:04 0.2899 0.289501:30:07 0.2951 0.2947
00:20:01 0.2769 0.276500:40:03 0.2847 0.2843
00:15:01 0.2742 0.2738
0.2570
0.2670
0.2770
0.2870
0.2970
0.3070
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 29
Project: LA-16 Non-Rock Demo Project Number: 10883-011-00Location:Job Number: 11-19 Test Date: 16 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-LS4-30 Organic Clay (OH)Depth: 14 - 16 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 41.0933 1.43691 41.2267 1.43142 41.4000 1.42423 41.4400 1.42264 41.4800 1.42095 41.5200 1.41936 41.5467 1.41827 41.6267 1.41488 41.6533 1.41379 41.7733 1.4088
10 41.9333 1.402211 42.1467 1.393312 42.4267 1.381713 42.5467 1.376814 42.8267 1.365215 43.0000 1.358016 43.3600 1.343100:15:01 0.3256 0.3252
00:08:00 0.3216 0.321200:10:01 0.3229 0.3225
00:04:00 0.3186 0.318200:05:00 0.3195 0.3191
00:01:00 0.3149 0.314500:02:00 0.3165 0.3161
00:00:15 0.3128 0.312400:00:30 0.3137 0.3133
00:00:06 0.3120 0.311600:00:12 0.3126 0.3122
00:00:01 0.3096 0.3092
(in) (in)
00:00:04 0.3115 0.311100:00:05 0.3118 0.3114
00:00:02 0.3109 0.310500:00:03 0.3112 0.3108
Consolidation Test Results(Sequence 14) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 14) Load 8.000 tsf
TimeIndex
00:00:00 0.3086 0.3082
0.3095
0.3195
0.3295
0.3395
0.3495
0.3595
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load14Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 29
16 43.3600 1.343117 43.6533 1.331018 44.5333 1.294619 45.1333 1.269820 45.7600 1.243921 46.1733 1.226822 46.4667 1.214623 46.6667 1.206324 46.8400 1.199225 46.9467 1.194826 47.0533 1.190327 47.1200 1.187628 47.1733 1.185429 47.2267 1.183230 47.2667 1.181531 47.2933 1.180432 47.3333 1.178833 47.3600 1.177734 47.3867 1.176635 47.4000 1.176036 47.4267 1.174909:30:43 0.3561 0.3557
08:30:39 0.3558 0.355409:00:41 0.3559 0.3555
07:30:34 0.3554 0.355008:00:36 0.3556 0.3552
06:30:30 0.3549 0.354507:00:32 0.3551 0.3547
05:30:25 0.3542 0.353806:00:27 0.3546 0.3542
04:30:20 0.3533 0.352905:00:23 0.3538 0.3534
03:30:16 0.3517 0.351304:00:18 0.3525 0.3521
02:30:11 0.3489 0.348503:00:14 0.3504 0.3500
01:30:07 0.3436 0.343202:00:09 0.3467 0.3463
00:40:03 0.3344 0.334001:00:04 0.3389 0.3385
00:15:01 0.3256 0.325200:20:01 0.3278 0.3274 0.3112
0.3212
0.3312
0.3412
0.3512
0.3612
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 29
37 47.4400 1.174438 47.4667 1.173239 47.4800 1.172740 47.4800 1.172741 47.4933 1.172142 47.5067 1.171643 47.5067 1.171644 47.5200 1.171045 47.5333 1.170546 47.5467 1.169947 47.5600 1.169448 47.5733 1.168849 47.5867 1.1683
15:31:11 0.3572 0.356815:48:41 0.3573 0.3569
14:31:06 0.3570 0.356615:01:08 0.3571 0.3567
13:31:01 0.3568 0.356414:01:04 0.3569 0.3565
12:30:57 0.3567 0.356313:00:59 0.3567 0.3563
11:30:52 0.3565 0.356112:00:55 0.3566 0.3562
10:30:48 0.3564 0.356011:00:50 0.3565 0.3561
10:00:45 0.3562 0.3558
Page 29 of 29Page 29 of 29
PlasticityIndex
CorrectionFactor
Depth Below Barge Deck
(feet)
Depth Below Mudline(feet)
kN/m2 psf ksf % psf ksf
BHSP‐LS1‐30 14 10 2555 65/130 11 5.75 120 0.120 PT 0.5 60 0.060BHSP‐LS1‐30 20 16 2555 65/130 10 5.23 109 0.109 PT 0.5 55 0.055BHSP‐LS2‐30 9 5 2555 65/130 12 6.28 131 0.131 116 0.55 72 0.072BHSP‐LS2‐30 13 9 2555 65/130 14 7.33 153 0.153 142 0.5 77 0.077BHSP‐LS3‐50 14 10 2555 65/130 3 1.57 33 0.033 PT 0.5 16 0.016BHSP‐LS3‐50 19 15 2555 65/130 5 2.62 55 0.055 CH 0.8 44 0.044BHSP‐LS4‐30 14 10 2555 65/130 13 6.80 142 0.142 46 0.7 99 0.099BHSP‐LS4‐30 20 16 2555 65/130 15 7.86 164 0.164 127 0.55 90 0.090
Notes:1 Field Vane testing was performed prior to sample extrusion/classification and soil type was not known. Peat is highly permeable and is
poorly suited to the Field Vane Shear test. 2 Correction factors were selected based on Bjerrum's (1972) Recommended curve, as found in Figure 5.1 of "Recommended Practice for
Soft Ground Site Characterization: Arthur Casagrande Lecture" by Ladd and Degroot (2003). Figure 5.1 correlates correction factors to the Plasticity Index of the material.
3 Correction factors for peat were assumed to be 0.5 based on "Engineering Properties of Fibrous Peats" by Mesri and Anjlouni. A review of miniature vane shear testing and triaxial compression testing shows good agreement between the two test types, suggesting that miniature vane and triaxial tests are better suited to these materials.
4 "OH" clays without a PI test were assigned a correction factor of 0.7 based on a review of OH materials from this project.5 "CH" clays without a PI test were assigned a correction factor of 0.8 based on a review of CH materials from this project.
Project: Non‐Rock Alternatives to Shoreline Protection Demonstration (LA‐16)Project Location: Southeast Shore of Lake Salvador, Jefferson Parish, Louisiana
PI Corrected Shear Stress
Project No.: 10883‐011‐00
Boring No.
Field Vane Test Field Vane Instrument
Used
Field Vane Dimensions
(mm)
Instrument Reading
Shear Stress Interpolated from Geonor H‐10 Vane Borer Calibration Curves
APPENDIX C Shark Island Project Site
Miles
W E
N
SHARK ISLANDSITE MAP
Figure C-1
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
P:\10\10883011\00\CAD\vicinity map.dwg\TAB:Layout2 modified on Jun 06, 2011 - 2:44pm KMCJPV
SITE(SHARK ISLAND)
Reference: Topographic image taken from USGS, USGS Digital Raster Graphics - 1:100,000 - Zone 15, Dated 1/21/1997
STATE OUTLINE
SITE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
Feet
W E
N
SHARK ISLANDSOIL BORING LOCATION PLAN
Figure C-2
LegendSoil Boring Location
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
Reference: Aerial image taken from USGS, USGS High Resolution State Orthoimagery for the Louisiana Coastal Area,
P:\10\10883011\00\CAD\Boring Location Plan.dwg\TAB:Layout1 (3) modified on Jun 06, 2011 - 2:50pm KMCJPV
BHSP-S14-30
NORTH TERMINUS
SOUTH TERMINUS
BHSP-SI1-30
Dated: 10/18/2008
BHSP-S13-30
BHSP-S12-30
BHSP-S11-50
BORING # LATITUDE LONGITUDE
BHSP-SI1-50BHSP-SI2-30
NORTHTERMINUS
SOUTHTERMINUS
N 29° 47' 09.4" W 91° 51' 07.5"
BHSP-SI3-30BHSP-SI4-30 N 29° 46' 59.1" W 91° 51' 10.5"
N 29° 46' 49.6" W 91° 51' 13.9"
N 29° 46' 41.5" W 91° 51' 20.1"N 29° 46' 34.1" W 91° 51' 28.0"
N 29° 46' 17.3" W 91° 51' 49.7"
C
C'
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
Blowcount is recorded for driven samplers as the numberof blows required to advance sampler 12 inches (ordistance noted). See exploration log for hammer weightand drop.
A "P" indicates sampler pushed using the weight of thedrill rig.
NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to berepresentative of subsurface conditions at other locations or times.
Perched water observed at time ofexploration
SYMBOLS TYPICAL
KEY TO EXPLORATION LOGS
CC
CR
Groundwater observed at time ofexploration
Approximate location of soil stratachange within a geologic soil unit
Laboratory / Field Tests%FALCACPCSDSHAMCMDOCPMPPSATXUCVS
Standard Penetration Test (SPT)
Bulk or grab
Asphalt Concrete
Measured groundwater level inexploration, well, or piezometer
DESCRIPTIONSLETTER
Distinct contact between soil strata orgeologic units
Material Description Contact
Approximate location of soil stratachange within a geologic soil unit
Distinct contact between soil strata orgeologic units
TS
ADDITIONAL MATERIAL SYMBOLS
AC
Cement Concrete
Sampler Symbol Descriptions
GRAPH
Topsoil/Forest Duff/Sod
Percent finesAtterberg limitsChemical analysisLaboratory compaction testConsolidation testDirect shearHydrometer analysisMoisture contentMoisture content and dry densityOrganic contentPermeability or hydraulic conductivityPocket penetrometerSieve analysisTriaxial compressionUnconfined compressionVane shear
Piston
Crushed Rock/Quarry Spalls
Graphic Log Contact
GC
PT
OH
CH
MH
OL
ORGANIC CLAYS AND SILTS OFMEDIUM TO HIGH PLASTICITY
GM
GP
GW
DESCRIPTIONSTYPICAL
LETTERGRAPH
(APPRECIABLE AMOUNTOF FINES)
MORE THAN 50%RETAINED ON NO.
200 SIEVE
SYMBOLSMAJOR DIVISIONS
WELL-GRADED SANDS, GRAVELLYSANDSCLEAN SANDS
GRAVELS WITHFINES
CLEANGRAVELS
HIGHLY ORGANIC SOILS
SILTSAND
CLAYS
SILTSAND
CLAYS
SANDAND
SANDYSOILS
GRAVELAND
GRAVELLYSOILS
(LITTLE OR NO FINES)
FINEGRAINED
SOILS
COARSEGRAINED
SOILS
SW
MORE THAN 50%OF COARSEFRACTION
RETAINED ON NO.4 SIEVE
CL
WELL-GRADED GRAVELS, GRAVEL -SAND MIXTURES
POORLY-GRADED SANDS,GRAVELLY SAND
INORGANIC SILTS, ROCK FLOUR,CLAYEY SILTS WITH SLIGHTPLASTICITY
INORGANIC SILTS, MICACEOUS ORDIATOMACEOUS SILTY SOILS
SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES
(APPRECIABLE AMOUNTOF FINES)
SOIL CLASSIFICATION CHART
LIQUID LIMITGREATER THAN 50
LIQUID LIMITLESS THAN 50
SANDS WITHFINES
SP
PEAT, HUMUS, SWAMP SOILS WITHHIGH ORGANIC CONTENTS
INORGANIC CLAYS OF HIGHPLASTICITY
(LITTLE OR NO FINES)
ORGANIC SILTS AND ORGANICSILTY CLAYS OF LOW PLASTICITY
INORGANIC CLAYS OF LOW TOMEDIUM PLASTICITY, GRAVELLYCLAYS, SANDY CLAYS, SILTY CLAYS,LEAN CLAYS
CLAYEY SANDS, SAND - CLAYMIXTURES
SILTY SANDS, SAND - SILTMIXTURES
CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES
POORLY-GRADED GRAVELS,GRAVEL - SAND MIXTURES
ML
SC
SM
NOTE: Multiple symbols are used to indicate borderline or dual soil classifications
MORE THAN 50%PASSING NO. 200
SIEVE
MORE THAN 50%OF COARSEFRACTION
PASSING NO. 4SIEVE
Shelby tube
Direct-Push
FIGURE C-3
8
9
9.5
10
10.5
7
11
9.5
10.5
12
13
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
CH
OH
Top of deck
Water line
Mudline at El. -3.78 feetNo sample recovered
Very soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft dark gray peat
Very soft gray slightly organic clay (field vane -0.06 KSF)
Very soft gray slightly organic clay
Soft gray clay with 2" organic clay layer (fieldvane - 0.07 KSF)
Very soft gray organic clay
Very soft gray organic clay
733
837
738
625
594
536
118
82
88
341
205
33
142
187
51
188
249
10
9
11
11
9
11
12
13
13
12
12
0.52
0.63
0.58
0.86
0.98
1.09
1.21
0.97
1.09
1.38
1.67
0.08
0.11
0.08
0.07
0.09
0.09
0.08
0.02
0.09
0.14
0.13
9.3
6.9
8.2
9
9.6
11
48
53.8
70.2
17.3
22.8
0.08
0.13
0.21
0.11
0.18
0.08
0.09
0.1
0.25
0.19
0.21
65
63
47
52
39
4
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
4/29/2011
DrillingEquipment
LatitudeLongitude
N29° 46' 34.1"W91° 51' 28.0"
GeographicNAVD88 (feet)
56
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
0.2
2.2
2.0
Specialized EnvironmentalResources, LLC4/29/2011
End4/29/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
35
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 2Figure C-4
Log of Boring BHSP-SI1-50
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectIberia Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/7/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
9.5
12
10
16
13
14
15
16
CH
Very soft gray clay with organic matter
Medium gray clay with organic matter
Medium gray clay with organic matter
Soft gray clay
32
29
32
34
31
32
50
50
12
13
11
13
1.90
2.25
2.53
2.82
0.09
0.88
0.72
0.43
70.1
93.2
92.8
87.5
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
35
40
45
50
55
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
-35
-40
-45
-50
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 2 of 2Figure C-4
Log of Boring BHSP-SI1-50 (continued)
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectIberia Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/7/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
1
10
12
9.5
14
10.5
9.5
10
12
8
9.5
1
2
3
4
5
6
7
8
9
10
11
12
13
PT
OH
CH
CL
Top of deck
Water line
Mudline at El. -3.73 feetNo sample recovered
Brown peat (field vane - 0.02 KSF)
Very soft black peat
Very soft black peat
Very soft gray and black peat
Very soft gray and black peat (field vane - 0.05KSF)
Very soft gray and dark gray peat
Very soft gray slightly organic clay with 3½"peat layer
Very soft gray slightly organic clay with 3½"peat layer
No sample recovered
Very soft gray clay with organic matter
Medium gray clay with silt and calcareousnodules
Medium gray clay with silt streaks and pockets
825
721
699
368
352
101
97
33
32
33
209
78
84
25
30
295
106
106
47
47
15
14
10
11
8
7
12
4
15
14
0.29
0.40
0.52
0.63
0.75
0.75
0.98
1.21
1.38
1.67
0.10
0.14
0.11
0.12
0.12
0.13
0.09
0.11
0.59
0.54
7.6
8.2
8.8
15.7
16.2
44.9
45.6
67
96.6
90.8
0.02
0.12
0.16
0.09
0.16
0.14
0.09
0.08
0.28
68
65
30
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
4/29/2011
DrillingEquipment
LatitudeLongitude
N29° 46' 41.5"W91° 51' 20.1"
GeographicNAVD88 (feet)
35
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
-0.7
1.3
2.0
Specialized EnvironmentalResources, LLC4/29/2011
End4/29/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
35
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure C-5
Log of Boring BHSP-SI2-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectIberia Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/7/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
6
5
7.5
7
10
5
9.5
7.5
9
10.5
3
10.5
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
CL
Top of deck
Water line
Very soft black peatMudline at El. -3.04 feet
Very soft black peat
Very soft black peat
Very soft black peat (field vane - 0.04 KSF)
Very soft dark gray peat
Very soft dark gray peat
Very soft brown peat (field vane - 0.04 KSF)
Very soft gray organic clay
Very soft gray organic clay
Very soft gray slightly organic clay
Gray clay with silt
Medium gray silty clay
913
750
629
699
784
243
125
106
73
29
28
312
67
23
22
527
87
42
41
10
13
10
9
13
12
12
2
12
11
0.06
0.17
0.29
0.40
0.81
0.75
1.15
0.98
1.09
1.67
0.06
0.07
0.12
0.06
0.05
0.08
0.06
0.80
0.06
0.55
6.1
7.3
8.4
7.9
7.7
19.1
40.4
43.5
53.2
94.9
0.07
0.07
0.09
0.02
0.11
0.07
0.1
0.11
54
75
73
30
6
4
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
4/29/2011
DrillingEquipment
LatitudeLongitude
N29° 46' 49.6"W91° 51' 13.9"
GeographicNAVD88 (feet)
34
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
-1.0
2.0
3.0
Specialized EnvironmentalResources, LLC4/29/2011
End4/29/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure C-6
Log of Boring BHSP-SI3-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectIberia Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/7/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
7.5
7
9
9
10
3
4.5
8.5
7.5
9
1
2
3
4
5
6
7
8
9
10
11
12
PT
OH
CH
CL
Top of deck
Water line
Mudline at El. -3.32 feetNo sample recovered
Very soft black peat
Very soft black peat (field vane - 0.04 KSF)
Very soft black peat
Very soft black peat (field vane - 0.03 KSF)
Wood (semi-decayed) with 4½" peat layer
Black peat
Brown peat with wood
Very soft gray slightly organic clay with organicmatter, wood and 1" peat layer
Very soft gray clay with organic matter
No sample recovered
Very soft gray clay, organic matter, wood and 1"peat layer
676
592
629
753
660
458
432
112
66
33
376
269
80
51
28
641
390
106
73
47
12
12
15
14
14
14
15
0.17
0.29
0.40
0.52
0.98
1.09
1.67
0.14
0.11
0.14
0.08
0.16
0.12
0.24
8
9.4
8.7
7.8
41.8
60.5
72.5
0.06
0.04
0.11
0.08
0.1
0.07
0.08
0.07
0.13
54
73
47
TotalDepth (ft)
HammerData
SystemDatum
StartChecked ByLogged By
JPVDrillingMethodDrilled
Notes:
TJS Wet RotaryDriller
Date Measured
Pontoon-Mounted Drill Rig
Elevation (ft)
4/29/2011
DrillingEquipment
LatitudeLongitude
N29° 46' 59.1"W91° 51' 10.5"
GeographicNAVD88 (feet)
35
See Figure A-1 for explanation of symbols.Cement-bentonite grout backfill top 25 feet.
Safety Hammer/Cathead140 (lbs) / 30 (in) Drop
Depth (ft)
-0.3
1.7
2.0
Specialized EnvironmentalResources, LLC4/29/2011
End4/29/2011
Water Depth
Top of Deck Elevation (ft)Vertical Datum
1An Asterisk indicates a remold was used for strength testing.
FIELD DATA
Wat
er L
evel
Blo
ws/
foot
Dep
th (f
eet)
0
5
10
15
20
25
30
35
Rec
over
ed (i
n)
Inte
rval
Col
lect
ed S
ampl
e
Ele
vatio
n (fe
et)
0
-5
-10
-15
-20
-25
-30
Sam
ple
Nam
e
Gra
phic
Log
Gro
upC
lass
ifica
tion MATERIAL
DESCRIPTION
Sheet 1 of 1Figure C-7
Log of Boring BHSP-SI4-30
Project Location:
Project:
Project Number:
LA-16 Non-Rock Demo ProjectIberia Parish, Louisiana10883-011-00
LABORATORY DATA
Wat
erC
onte
nt, %
Pla
stic
ityIn
dex
(PI),
%
Liqu
idLi
mit
(LL)
, %
Stra
in, %
Con
finin
gP
ress
ure
(KS
F)
Com
pres
sive
Stre
ngth
(TS
F) 1
Dry
Den
sity
,(p
cf)
Min
iVan
e S
hear
Stre
ngth
(KS
F)
Org
anic
Con
tent
, %
Bat
on R
ouge
: D
ate:
6/7/
11 P
ath:
P:\1
0\10
8830
11\G
INT\
NO
N R
OC
K A
LTE
RN
ATI
VE
S T
O S
HO
RE
LIN
E P
RO
TEC
TIO
N.G
PJ
DB
Tem
plat
e/Li
bTem
plat
e:G
EO
EN
GIN
EE
RS
8.G
DT/
GE
I8_G
EO
TEC
H_L
AB
CLAY
0 500 1000 1500 2000 2500 3000 3500 4000
DISTANCE (FEET)
10
0
-10
-20
-30
-40
-50
-60
10
0
-10
-20
-30
-40
-50
-60
ELE
VAT
ION
(FE
ET)
ASSUMED WATERLEVEL
MUDLINE
C C'
BHSP-SI4-30BHSP-SI3-30BHSP-SI2-30
BHSP-SI1-50
ORGANIC SOILS
CLAY
SHARK ISLANDSUBSURFACE PROFILE
Figure C-8
Notes:1. The locations of all features shown are approximate.2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file is storedby GeoEngineers, Inc. and will serve as the official record of this communication.
Reference: Elevation data provided by NCRS, NAVD 88 Datum, Dated May 19, 2011
P:\1
0\10
8830
11\0
0\C
AD
\Bor
ing
Loca
tion
Pla
n.dw
g\TA
B:L
ayou
t2 (2
) mod
ified
on
Jun
06, 2
011
- 3:1
5pm
KM
CJP
V
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0 200MOISTURE CONTENT (%)
100 300
20
25
30
35
40
45
50
400 500 600 700 800 900 1000
55
SHARK ISLANDMOISTURE CONTENT VS DEPTH
P:\1
0\10
8830
11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 1
(3) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:02a
mK
MC
JPV
FIGURE C-9
BHSP-SI1-30
LEGEND
BHSP-SI2-30
BHSP-SI3-50
BHSP-SI4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
50 70TOTAL UNIT WEIGHT (PCF)
60 80
20
25
30
35
40
45
50
90 100 110 120 130 140 150
55
SHARK ISLANDTOTAL UNIT WEIGHT VS DEPTH
P:\1
0\10
8830
11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 2
(3) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:02a
mK
MC
JPV
FIGURE C-10
BHSP-SI1-30
LEGEND
BHSP-SI2-30
BHSP-SI3-50
BHSP-SI4-30
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
0
5
10
15
DE
PTH
(FT)
0.0 0.04SHEAR STRENGTH (KSF)
0.02 0.06
20
25
30
35
40
45
50
0.08 0.10 0.12 0.14 0.16 0.18 0.20
55
0.59
0.54
0.55
0.24
0.88
0.72
0.43
0.21
0.21
0.250.28
SHARK ISLANDSHEAR STRENGTH VS DEPTH
P:\1
0\10
8830
11\0
0\C
AD
\GR
AP
H-M
C.d
wg\
TAB
:Cha
rt 3
(3) m
odifi
ed o
n Ju
n 07
, 201
1 - 9
:02a
mK
MC
JPV
FIGURE C-11
BHSP-SI1-30
LEGENDSTRENGTH
TEST MINIVANE
BHSP-SI2-30
BHSP-SI3-50
BHSP-SI4-30
FIELDVANE
Non-Rock Alternatives to Shoreline ProtectionDemonstration Project (LA-16)
Iberia Parish, Louisiana
BHSP-SI1-50 Top of deck
BHSP-SI1-50 Water line
BHSP-SI1-50
BHSP-SI1-50 Mudline at El. -3.78 feet
BHSP-SI1-50 6 No sample recovered
BHSP-SI1-50 8 Very soft dark gray peat 733 77.1 9.3 0.08 10 0.52 Bulge UU 65 0.08
BHSP-SI1-50 10 Very soft dark gray peat 837 64.7 6.9 0.11 9 0.63 Bulge UU 63 0.13
BHSP-SI1-50 12 Very soft dark gray peat 738 68.9 8.2 0.08 11 0.58 Slump UU 47 0.21
BHSP-SI1-50 14 Very soft dark gray peat 625 65.1 9.0 0.07 11 0.86 Slump UU 52 0.11
BHSP-SI1-50 16 Very soft dark gray peat 594 66.8 9.6 0.09 9 0.98 Slump UU 39 0.18
BHSP-SI1-50 18 Very soft dark gray peat 536 70.0 11.0 0.09 11 1.09 Slump UU 0.08
BHSP-SI1-50 20 Very soft gray slightly
organic clay (field vane -
0.06 KSF)
118 104.7 48.0 0.08 12 1.21 Bulge UU 4 0.09
BHSP-SI1-50 22 Very soft gray slightly
organic clay
82 98.1 53.8 0.02 13 0.97 Slump UU 0.10
BHSP-SI1-50 24 Soft gray clay with 2"
organic clay layer (field
vane - 0.07 KSF)
88 131.9 70.2 51 33 0.09 13 1.09 Slump UU 0.25
BHSP-SI1-50
BHSP-SI1-50 29 Very soft gray organic
clay
341 76.2 17.3 188 142 0.14 12 1.38 Slump UU 0.19
BHSP-SI1-50 34 Very soft gray organic
clay
205 69.5 22.8 249 187 0.13 12 1.67 Slump UU 0.21
BHSP-SI1-50
BHSP-SI1-50 39 Very soft gray clay with
organic matter
32 92.5 70.1 0.09 12 1.90 Slump UU
BHSP-SI1-50 44 Medium gray clay with
organic matter
29 120.4 93.2 50 19 31 0.88 13 2.25 Bulge UU
BHSP-SI1-50 49 Medium gray clay with 32 123.0 92.8 0.72 11 2.53 MS UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Iberia Parish, Louisiana
NOTES Shark Island
Table C-1 Page 1 of 4
organic matter
BHSP-SI1-50 54 Soft gray clay 34 117.6 87.5 50 32 0.43 13 2.82 Bulge UU
BHSP-SI2-30 Top of deck
BHSP-SI2-30 Water line
BHSP-SI2-30
BHSP-SI2-30 Mudline at El. -3.73 feet
BHSP-SI2-30 5 No sample recovered
BHSP-SI2-30 7 Brown peat (field vane -
0.02 KSF)
0.02
BHSP-SI2-30 9 Very soft black peat 825 70.7 7.6 0.10 15 0.29 Yield UU 68 0.12
BHSP-SI2-30 11 Very soft black peat 721 67.2 8.2 0.14 14 0.40 Bulge UU 65 0.16
BHSP-SI2-30 13 Very soft gray and black
peat
699 70.1 8.8 0.11 10 0.52 Bulge UU 0.09
BHSP-SI2-30 15 Very soft gray and black
peat (field vane - 0.05
KSF)
368 73.6 15.7 295 86 209 0.12 11 0.63 Bulge UU 0.16
BHSP-SI2-30 17 Very soft gray and dark
gray peat
352 73.1 16.2 0.12 8 0.75 MS UU 30 0.14
BHSP-SI2-30 19 Very soft gray slightly
organic clay with 3½"
peat layer
101 90.1 44.9 106 28 78 0.13 7 0.75 Bulge UU 0.09
BHSP-SI2-30 21 Very soft gray slightly
organic clay with 3½"
peat layer
97 89.8 45.6 0.09 12 0.98 MS UU 0.08
BHSP-SI2-30 23 No sample recovered
BHSP-SI2-30 25 Very soft gray clay with
organic matter
33 89.0 67.0 106 22 84 0.11 4 1.21 Bulge UU 0.28
BHSP-SI2-30
BHSP-SI2-30 28 Medium gray clay with silt
and calcareous nodules
32 127.8 96.6 47 22 25 0.59 15 1.38 Yield UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Iberia Parish, Louisiana
NOTES Shark Island
Table C-1 Page 2 of 4
BHSP-SI2-30 33 Medium gray clay with silt
streaks and pockets
33 120.7 90.8 47 17 30 0.54 14 1.67 MS UU
BHSP-SI3-30 Top of deck
BHSP-SI3-30 Water line
BHSP-SI3-30
BHSP-SI3-30 4 Very soft black peat 913 61.8 6.1 0.06 10 0.06 Bulge UU 54
BHSP-SI3-30 Mudline at El. -3.04 feet
BHSP-SI3-30 6 Very soft black peat 750 62.0 7.3 0.07 13 0.17 Bulge UU 0.07
BHSP-SI3-30 8 Very soft black peat 629 61.0 8.4 0.12 10 0.29 MS UU 75 0.07
BHSP-SI3-30 9
BHSP-SI3-30 10 Very soft black peat (field
vane - 0.04 KSF)
699 7.9 0.06 9 0.40 0.09
BHSP-SI3-30 12 Very soft dark gray peat 784 68.2 7.7 0.05 13 0.81 Bulge UU 73 0.02
BHSP-SI3-30 14 Very soft dark gray peat 527 215 312 0.11
BHSP-SI3-30 16 Very soft brown peat
(field vane - 0.04 KSF)
243 65.4 19.1 0.08 12 0.75 MS UU 30 0.07
BHSP-SI3-30 18 Very soft gray organic
clay
125 91.0 40.4 0.06 12 1.15 Bulge UU 6 0.10
BHSP-SI3-30 20 Very soft gray organic
clay
106 43.5 0.80 2 0.98 4 0.11
BHSP-SI3-30 22 Very soft gray slightly
organic clay
73 91.9 53.2 87 20 67 0.06 12 1.09 Bulge UU
BHSP-SI3-30
BHSP-SI3-30 27 Gray clay with silt 29 42 19 23
BHSP-SI3-30 32 Medium gray silty clay 28 121.1 94.9 41 19 22 0.55 11 1.67 Bulge UU
BHSP-SI4-30 Top of deck
BHSP-SI4-30 Water line
BHSP-SI4-30
BHSP-SI4-30 Mudline at El. -3.32 feet
BHSP-SI4-30 5 No sample recovered
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Iberia Parish, Louisiana
NOTES Shark Island
Table C-1 Page 3 of 4
BHSP-SI4-30 7 Very soft black peat 676 8.0 0.14 12 0.17 54 0.06
BHSP-SI4-30 9 Very soft black peat (field
vane - 0.04 KSF)
592 9.4 0.11 12 0.29 0.04
BHSP-SI4-30 11 Very soft black peat 629 63.1 8.7 641 264 376 0.14 15 0.40 Yield UU 0.11
BHSP-SI4-30 13 Very soft black peat (field
vane - 0.03 KSF)
753 66.5 7.8 0.08 14 0.52 Bulge UU 73 0.08
BHSP-SI4-30 15 Wood (semi-decayed)
with 4½" peat layer
660 0.10
BHSP-SI4-30 17 Black peat 458 47 0.07
BHSP-SI4-30 19 Brown peat with wood 432 390 121 269 0.08
BHSP-SI4-30 21 Very soft gray slightly
organic clay with organic
matter, wood and 1" peat
layer
112 88.5 41.8 106 26 80 0.16 14 0.98 Bulge UU 0.07
BHSP-SI4-30 23 Very soft gray clay with
organic matter
66 100.5 60.5 73 22 51 0.12 14 1.09 Bulge UU 0.13
BHSP-SI4-30
BHSP-SI4-30 28 No sample recovered
BHSP-SI4-30
BHSP-SI4-30 33 Very soft gray clay,
organic matter, wood and
1" peat layer
33 96.2 72.5 47 19 28 0.24 15 1.67 Yield UU
Borehole LiquidLimit
PlasticLimit
CompressiveStrength
TSFStrain
%OrganicContent
AlphaAngle
WetDensity
(pcf)Plasticity
IndexStart
Pressure(KSF)
Soil Description CommentsFailure TestType
MinivaneShear Strength
(KSF)
DryDensity
(pcf)Top
DepthMoistureContent
(%)
PROJECT NAME LA-16 Non-Rock Demo Project
PROJECT NUMBER 10883-011-00
LOCATION Iberia Parish, Louisiana
NOTES Shark Island
Table C-1 Page 4 of 4
Consolidation TestTest Results
1.63
6.63
11.63
16.63
21.63
Stra
in (%
)
Before After Liquid Limits: 50 Test Date: 11 May 201126.33 19.80 Plastic Limits: 19
Dry Density (pcf): 92.59 110.11 Plasticity Index (%): 31Saturation (%): 87.09 101.51Void Ratio: 0.8116 0.4215 Specific Gravity: 2.689 MeasuredSample Description: Clay (CH)Project Number: 10883-011-00 Depth: 44 - 46 feet Remarks:Sample Number: Boring Number: BHSP-SI1-50Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
21.63
26.630.100 1.000 10.000 100.000
Pressure (tsf)
Consolidation TestTest Results
0.5201
0.5701
0.6201
0.6701
0.7201
0.7701
0.8201
Void
Rat
io
Before After Liquid Limits: 50 Test Date: 11 May 201126.33 19.80 Plastic Limits: 19
Dry Density (pcf): 92.59 110.11 Plasticity Index (%): 31Saturation (%): 87.09 101.51Void Ratio: 0.8116 0.4215 Specific Gravity: 2.689 MeasuredSoil Description: Clay (CH)Project Number: 10883-011-00 Depth: 44 - 46 feet Remarks:Sample Number: Boring Number: BHSP-SI1-50Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.4201
0.4701
0.10 1.00 10.00 100.00Pressure (tsf)
Consolidation TestTest Results
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
140.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 50 Test Date: 11 May 201126.33 19.80 Plastic Limits: 19
Dry Density (pcf): 92.59 110.11 Plasticity Index (%): 31Saturation (%): 87.09 101.51Void Ratio: 0.8116 0.4215 Specific Gravity: 2.689 MeasuredSoil Description: Clay (CH)Project Number: 10883-011-00 Depth: 44 - 46 feet Remarks:Sample Number: Boring Number: BHSP-SI1-50Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
20.0000
0.10 1.00 10.00 100.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
5.0000
10.0000
15.0000
20.0000
25.0000
30.0000
35.0000
40.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 50 Test Date: 11 May 201126.33 19.80 Plastic Limits: 19
Dry Density (pcf): 92.59 110.11 Plasticity Index (%): 31Saturation (%): 87.09 101.51Void Ratio: 0.8116 0.4215 Specific Gravity: 2.689 MeasuredSoil Description: Clay (CH)Project Number: 10883-011-00 Depth: 44 - 46 feet Remarks:Sample Number: Boring Number: BHSP-SI1-50Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
5.0000
0.10 1.00 10.00 100.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.5885Ymax
Consolidation TestTest Results
0.629
0.649
0.669
0.689
0.709
0.729
0.749
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 50 Test Date: 11 May 201126.33 19.80 Plastic Limits: 19
Dry Density (pcf): 92.59 110.11 Plasticity Index (%): 31Saturation (%): 87.09 101.51Void Ratio: 0.8116 0.4215 Specific Gravity: 2.689 MeasuredSoil Description: Clay (CH)Project Number: 10883-011-00 Depth: 44 - 46 feet Remarks:Sample Number: Boring Number: BHSP-SI1-50Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.589
0.609
0.100 1.000 10.000 100.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-SI1-50
Clay (C
H)
Depth:
44 - 46 feetR
emarks:
Test N
umber:
Sample T
ype:U
ndisturbedT
est Date:
11 May 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.33560.00
0.80980.000
0.0000.000
0.0000.250
0.01220.7378
0.32341.63
0.780320.454
4.30820.593
22.7130.500
0.02410.7259
0.31153.21
0.751612.462
3.77532.719
25.0901.000
0.04360.7064
0.29205.81
0.704610.068
3.32438.353
26.9892.000
0.06970.6803
0.26599.29
0.641618.475
3.42719.384
24.2764.000
0.09940.6506
0.236213.25
0.569920.359
3.90216.088
19.4990.250
0.07920.6708
0.256410.56
0.61870.000
0.0000.000
0.0000.500
0.08090.6691
0.254710.79
0.61462.912
4.091118.950
19.6711.000
0.08590.6641
0.249711.45
0.602517.291
3.65219.736
21.7072.000
0.09270.6573
0.242912.36
0.586110.436
2.23432.034
34.7634.000
0.10400.6460
0.231613.87
0.558813.085
2.92324.679
25.6668.000
0.13150.6185
0.204117.53
0.492525.349
5.19711.677
13.23216.000
0.16150.5885
0.174121.53
0.420120.378
4.42413.151
14.072Predicted value indicated w
ith *12 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Sample Number: Sample Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 50.0000 Initial Void Ratio: 0.8116 Initial Height (in): 0.7500Plastic Limit: 19.0000 Plasticity Index (%): 31.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.6890 Weight of Ring (g): 107.0300
Measured
Void RatioSaturation (%)
Dry Density (pcf)
118.33101.8018.31
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 19.80
143.12117.9822.5126.33
0.4215
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
101.51110.11
0.811687.0992.59
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:11 M
ay 2011T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-SI1-50
Clay (C
H)
Depth:
44 - 46 feetR
emarks:
Sample T
ype:U
ndisturbed
Axial Strain
Void R
atio(%
)0
0.00000.8116
10.0800
0.81012
0.09330.8099
30.1067
0.80974
0.10670.8097
50.1200
0.80946
0.13330.8092
70.1867
0.80828
0.20000.8080
90.2533
0.807010
0.34670.8053
110.4933
0.802712
0.66670.7995
130.7467
0.798114
0.92000.7949
151.0000
0.793516
1.17330.7903
00:10:000.0085
0.007500:15:0 0
0.00980.0088
00:05:000.0066
0.005600:08:00
0.00790.0069
00:02:000.0047
0.003700:04:00
0.00600.0050
00:00:300.0029
0.001900:01:00
0.00360.0026
00:00:120.0024
0.001400:00:15
0.00250.0015
00:00:050.0019
0.000900:00:06
0.00200.0010
00:00:030.0018
0.000800:00:04
0.00180.0008
00:00:010.0016
0.000600:00:02
0.00170.0007
Tim
eD
isplacement
(in )00:00:00
0.00100.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.250 tsf
Consolidation T
est Results
(Sequence 1) Load 0.250 tsf
Settlement
(in)
0.0012
0.0032
0.0052
0.0072
0.0092
0.0112
0.0132
0.05.0
10.015.0
20.025.0
30.035.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0015
00035
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 24
171.2800
0.788418
1.45330.7853
191.4933
0.784520
1.50670.7843
211.5200
0.784122
1.54670.7836
231.5600
0.783324
1.57330.7831
251.5867
0.782926
1.58670.7829
271.5867
0.782928
1.58670.7829
291.5867
0.782930
1.58670.7829
311.5867
0.782932
1.60000.7826
331.6000
0.782634
1.60000.7826
351.6000
0.782636
1.60000.7826
09:00:240.0130
0.012009:30:26
0.01300.0120
08:00:220.0130
0.012008:30:23
0.01300.0120
07:00:190.0129
0.011907:30:20
0.01300.0120
06:00:160.0129
0.011906:30:18
0.01290.0119
05:00:130.0129
0.011905:30:15
0.01290.0119
04:00:110.0129
0.011904:30:12
0.01290.0119
03:00:080.0127
0.011703:30:09
0.01280.0118
02:00:050.0124
0.011402:30:06
0.01260.0116
01:00:020.0122
0.011201:30:04
0.01230.0113
00:20:010.0106
0.009600:40:01
0.01190.0109
0.0015
0.0035
0.0055
0.0075
0.0095
0.0115
0.0135
0.01550.101.00
10.00100.00
1000.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 24
37 1.6000 0.782638 1.6000 0.782639 1.6133 0.782440 1.6133 0.782441 1.6133 0.782442 1.6133 0.782443 1.6133 0.782444 1.6133 0.782445 1.6133 0.782446 1.6133 0.782447 1.6133 0.782448 1.6133 0.782449 1.6267 0.782150 1.6267 0.782151 1.6267 0.782152 1.6267 0.7821
17:00:46 0.0132 0.012217:19:00 0.0132 0.0122
16:00:44 0.0132 0.012216:30:45 0.0132 0.0122
15:00:41 0.0131 0.012115:30:42 0.0131 0.0121
14:00:38 0.0131 0.012114:30:40 0.0131 0.0121
13:00:35 0.0131 0.012113:30:37 0.0131 0.0121
12:00:33 0.0131 0.012112:30:34 0.0131 0.0121
11:00:30 0.0131 0.012111:30:31 0.0131 0.0121
10:00:27 0.0130 0.012010:30:29 0.0130 0.0120
Page 9 of 24Page 9 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 1.6267 0.78211 1.7333 0.78022 1.7733 0.77953 1.8000 0.77904 1.8133 0.77875 1.8133 0.77876 1.8267 0.77857 1.8800 0.77758 1.9067 0.77719 1.9733 0.7758
10 2.0667 0.774211 2.2000 0.771712 2.3600 0.768813 2.4400 0.767414 2.5867 0.764715 2.6667 0.763316 2.8133 0.760600:15:00 0.0221 0.0211
00:08:00 0.0204 0.019400:10:00 0.0210 0.0200
00:04:00 0.0187 0.017700:05:00 0.0193 0.0183
00:01:00 0.0165 0.015500:02:00 0.0175 0.0165
00:00:14 0.0153 0.014300:00:29 0.0158 0.0148
00:00:05 0.0147 0.013700:00:11 0.0151 0.0141
00:00:03 0.0146 0.013600:00:04 0.0146 0.0136
00:00:01 0.0143 0.013300:00:02 0.0145 0.0135
00:00:00 0.0132 0.012200:00:00 0.0140 0.0130
Index
Consolidation Test Results(Sequence 2) Load 0.500 tsf
Consolidation Test Results(Sequence 2) Load 0.500 tsf
(in)Time Settlement(in)
Displacement
0.0138
0.0158
0.0178
0.0198
0.0218
0.0238
0.0258
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 24
17 2.8933 0.759218 3.0667 0.756019 3.1200 0.755120 3.1867 0.753921 3.2000 0.753622 3.2133 0.7534
Tested By: Checked By:02:05:55 0.0251 0.0241
01:30:04 0.0249 0.023902:00:05 0.0250 0.0240
00:40:01 0.0240 0.023001:00:02 0.0244 0.0234
00:20:00 0.0227 0.0217 0.0144
0.0164
0.0184
0.0204
0.0224
0.0244
0.0264
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 3.2133 0.75341 3.4000 0.75002 3.4933 0.74833 3.5200 0.74784 3.5333 0.74765 3.5733 0.74696 3.5867 0.74667 3.6667 0.74528 3.7200 0.74429 3.8267 0.7423
10 3.9733 0.739611 4.1867 0.735712 4.4800 0.730413 4.5867 0.728514 4.8533 0.723715 4.9733 0.721516 5.2000 0.717400:15:01 0.0400 0.0390
00:08:01 0.0374 0.036400:10:01 0.0383 0.0373
00:04:01 0.0346 0.033600:05:01 0.0354 0.0344
00:01:00 0.0308 0.029800:02:00 0.0324 0.0314
00:00:15 0.0289 0.027900:00:30 0.0297 0.0287
00:00:06 0.0279 0.026900:00:12 0.0285 0.0275
00:00:04 0.0275 0.026500:00:05 0.0278 0.0268
00:00:02 0.0272 0.026200:00:03 0.0274 0.0264
00:00:01 0.0265 0.0255
Consolidation Test Results(Sequence 3) Load 1.000 tsf
(in)Settlement
(in)00:00:00 0.0251 0.0241
Index
Consolidation Test Results(Sequence 3) Load 1.000 tsf
Time Displacement
0.0215
0.0265
0.0315
0.0365
0.0415
0.0465
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 24
17 5.3333 0.715018 5.5733 0.710619 5.6667 0.708920 5.7467 0.707521 5.7733 0.707022 5.8133 0.7063
Tested By: Checked By:02:18:36 0.0446 0.0436
01:30:05 0.0441 0.043102:00:06 0.0443 0.0433
00:40:02 0.0428 0.041801:00:03 0.0435 0.0425
00:20:01 0.0410 0.0400 0.02700.02900.03100.03300.03500.03700.03900.04100.04300.0450
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 5.8133 0.70631 6.0800 0.70152 6.1200 0.70073 6.1600 0.70004 6.1733 0.69985 6.1867 0.69956 6.2133 0.69907 6.2933 0.69768 6.3333 0.69699 6.4800 0.6942
10 6.6800 0.690611 6.9333 0.686012 7.3333 0.678713 7.4667 0.676314 7.8133 0.670015 8.0000 0.666716 8.3200 0.660900:15:01 0.0634 0.0624
00:08:01 0.0596 0.058600:10:01 0.0610 0.0600
00:04:00 0.0560 0.055000:05:00 0.0570 0.0560
00:01:00 0.0511 0.050100:02:00 0.0530 0.0520
00:00:15 0.0485 0.047500:00:30 0.0496 0.0486
00:00:06 0.0476 0.046600:00:12 0.0482 0.0472
00:00:04 0.0473 0.046300:00:05 0.0474 0.0464
00:00:02 0.0469 0.045900:00:03 0.0472 0.0462
00:00:00 0.0446 0.043600:00:01 0.0466 0.0456
Index
Consolidation Test Results(Sequence 4) Load 2.000 tsf
Consolidation Test Results(Sequence 4) Load 2.000 tsf
Time Displacement(in)
Settlement(in)
0.0458
0.0508
0.0558
0.0608
0.0658
0.0708
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 24
17 8.5200 0.657218 8.9200 0.650019 9.0533 0.647620 9.1600 0.645721 9.2267 0.644422 9.2667 0.643723 9.2933 0.6432
Tested By: Checked By:
01:30:04 0.0697 0.0687
02:46:53 0.0707 0.0697
02:00:06 0.0702 0.069202:30:07 0.0705 0.0695
00:40:02 0.0679 0.066901:00:03 0.0689 0.0679
00:20:01 0.0649 0.0639 0.0404
0.0454
0.0504
0.0554
0.0604
0.0654
0.0704
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 9.2933 0.64321 9.5600 0.63842 9.6000 0.63773 9.6267 0.63724 9.6667 0.63655 9.6933 0.63606 9.6933 0.63607 9.8000 0.63418 9.8267 0.63369 9.9733 0.6309
10 10.1867 0.627111 10.4933 0.621512 10.9333 0.613513 11.0933 0.610614 11.5067 0.603115 11.7200 0.599316 12.1067 0.592300:15:00 0.0918 0.0908
00:08:00 0.0873 0.086300:10:00 0.0889 0.0879
00:04:00 0.0830 0.082000:05:00 0.0842 0.0832
00:01:00 0.0774 0.076400:02:00 0.0797 0.0787
00:00:15 0.0747 0.073700:00:30 0.0758 0.0748
00:00:06 0.0737 0.072700:00:12 0.0745 0.0735
00:00:04 0.0735 0.072500:00:05 0.0737 0.0727
00:00:02 0.0730 0.072000:00:03 0.0732 0.0722
00:00:00 0.0707 0.069700:00:01 0.0727 0.0717
Consolidation Test Results(Sequence 5) Load 4.000 tsf
Consolidation Test Results(Sequence 5) Load 4.000 tsf
Index Time (in)SettlementDisplacement
(in)
0.0716
0.0766
0.0816
0.0866
0.0916
0.0966
0.1016
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 24
17 12.3600 0.587718 12.8800 0.578319 13.0533 0.575120 13.1867 0.572721 13.2400 0.571722 13.2533 0.5715
Tested By: Checked By:02:01:48 0.1004 0.0994
01:30:04 0.0999 0.098902:00:05 0.1003 0.0993
00:40:02 0.0976 0.096601:00:02 0.0989 0.0979
00:20:01 0.0937 0.0927 0.0718
0.0768
0.0818
0.0868
0.0918
0.0968
0.1018
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 13.2533 0.57151 13.1733 0.57292 13.0800 0.57463 13.0000 0.57614 13.0000 0.57615 12.9200 0.57756 12.9067 0.57787 12.8533 0.57878 12.8267 0.57929 12.7200 0.5812
10 12.5867 0.583611 12.3867 0.587212 12.1467 0.591513 12.0533 0.593214 11.8267 0.597315 11.7200 0.599316 11.5067 0.603100:15:00 0.0873 0.0863
00:08:00 0.0897 0.088700:10:00 0.0889 0.0879
00:04:00 0.0921 0.091100:05:00 0.0914 0.0904
00:01:00 0.0954 0.094400:02:00 0.0939 0.0929
00:00:15 0.0972 0.096200:00:30 0.0964 0.0954
00:00:06 0.0978 0.096800:00:12 0.0974 0.0964
00:00:04 0.0985 0.097500:00:05 0.0979 0.0969
00:00:02 0.0991 0.098100:00:03 0.0985 0.0975
00:00:00 0.1004 0.099400:00:01 0.0998 0.0988
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Time Settlement(in)
0.0800
0.0850
0.0900
0.0950
0.1000
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log
Page 14 of 24
17 11.3467 0.606018 11.0133 0.612119 10.8667 0.614720 10.7600 0.616721 10.7200 0.617422 10.6800 0.618123 10.6667 0.618424 10.6533 0.618625 10.6533 0.618626 10.6400 0.618827 10.6267 0.619128 10.6267 0.619129 10.6133 0.619330 10.6133 0.619331 10.6000 0.619632 10.6000 0.619633 10.5867 0.619834 10.5867 0.619835 10.5867 0.619836 10.5733 0.620009:30:26 0.0803 0.0793
08:30:23 0.0804 0.079409:00:24 0.0804 0.0794
07:30:20 0.0805 0.079508:00:22 0.0804 0.0794
06:30:17 0.0806 0.079607:00:19 0.0805 0.0795
05:30:15 0.0807 0.079706:00:16 0.0806 0.0796
04:30:12 0.0808 0.079805:00:13 0.0807 0.0797
03:30:09 0.0809 0.079904:00:11 0.0809 0.0799
02:30:06 0.0811 0.080103:00:08 0.0810 0.0800
01:30:04 0.0817 0.080702:00:05 0.0814 0.0804
00:40:01 0.0836 0.082601:00:02 0.0825 0.0815
00:20:00 0.0861 0.0851 0.08000.08200.08400.08600.08800.09000.09200.09400.09600.0980
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log
Page 14 of 24
37 10.5733 0.620038 10.5733 0.620039 10.5733 0.620040 10.5733 0.620041 10.5600 0.620342 10.5600 0.620343 10.5600 0.620344 10.5600 0.620345 10.5600 0.620346 10.5600 0.620314:14:40 0.0802 0.0792
13:30:37 0.0802 0.079214:00:38 0.0802 0.0792
12:30:34 0.0802 0.079213:00:35 0.0802 0.0792
11:30:31 0.0803 0.079312:00:33 0.0802 0.0792
10:30:29 0.0803 0.079311:00:30 0.0803 0.0793
10:00:27 0.0803 0.0793
Page 15 of 24Page 15 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.5600 0.62031 10.5733 0.62002 10.5733 0.62003 10.5733 0.62004 10.5733 0.62005 10.5733 0.62006 10.5733 0.62007 10.5733 0.62008 10.5867 0.61989 10.6000 0.6196
10 10.6267 0.619111 10.6533 0.618612 10.6667 0.618413 10.6800 0.618114 10.7067 0.617615 10.7200 0.617416 10.7467 0.616900:15:01 0.0816 0.0806
00:08:00 0.0813 0.080300:10:01 0.0814 0.0804
00:04:00 0.0810 0.080000:05:00 0.0811 0.0801
00:01:00 0.0807 0.079700:02:00 0.0809 0.0799
00:00:15 0.0804 0.079400:00:30 0.0805 0.0795
00:00:06 0.0803 0.079300:00:12 0.0803 0.0793
00:00:04 0.0803 0.079300:00:05 0.0803 0.0793
00:00:02 0.0803 0.079300:00:03 0.0803 0.0793
00:00:00 0.0802 0.079200:00:01 0.0803 0.0793
Index
Consolidation Test Results(Sequence 7) Load 0.500 tsf
Consolidation Test Results(Sequence 7) Load 0.500 tsf
SettlementTime Displacement(in) (in)
0.0800
0.0805
0.0810
0.0815
0.0820
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 24
16 10.7467 0.616917 10.7600 0.616718 10.7733 0.616419 10.7733 0.616420 10.7733 0.616421 10.7867 0.616222 10.7867 0.616223 10.7867 0.616224 10.7867 0.6162
Tested By: Checked By:03:13:44 0.0819 0.0809
02:30:11 0.0819 0.080903:00:13 0.0819 0.0809
01:30:06 0.0818 0.080802:00:08 0.0819 0.0809
00:40:02 0.0818 0.080801:00:04 0.0818 0.0808
00:15:01 0.0816 0.080600:20:01 0.0817 0.0807 0.0802
0.08040.08060.08080.08100.08120.08140.08160.08180.0820
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load7Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 10.7867 0.61621 10.8533 0.61502 10.8667 0.61473 10.8667 0.61474 10.8667 0.61475 10.8667 0.61476 10.8800 0.61457 10.8933 0.61438 10.8933 0.61439 10.9333 0.6135
10 10.9733 0.612811 11.0267 0.611812 11.1067 0.610413 11.1600 0.609414 11.2267 0.608215 11.2667 0.607516 11.3333 0.606300:15:01 0.0860 0.0850
00:08:01 0.0852 0.084200:10:01 0.0855 0.0845
00:04:00 0.0843 0.083300:05:01 0.0847 0.0837
00:01:00 0.0833 0.082300:02:00 0.0837 0.0827
00:00:15 0.0827 0.081700:00:30 0.0830 0.0820
00:00:06 0.0826 0.081600:00:12 0.0827 0.0817
00:00:04 0.0825 0.081500:00:05 0.0825 0.0815
00:00:02 0.0825 0.081500:00:03 0.0825 0.0815
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Displacement Settlement
00:00:01 0.0824 0.0814
(in)Index Time (in)00:00:00 0.0819 0.0809
0.0820
0.0830
0.0840
0.0850
0.0860
0.0870
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 24
16 11.3333 0.606317 11.3733 0.605618 11.4133 0.604819 11.4267 0.604620 11.4400 0.604321 11.4533 0.604122 11.4533 0.6041
Tested By: Checked By:02:04:49 0.0869 0.0859
01:30:07 0.0868 0.085802:00:09 0.0869 0.0859
00:40:03 0.0866 0.085601:00:05 0.0867 0.0857
00:15:01 0.0860 0.085000:20:02 0.0863 0.0853 0.0822
0.0832
0.0842
0.0852
0.0862
0.0872
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 11.4533 0.60411 11.5467 0.60242 11.5600 0.60223 11.5733 0.60194 11.6000 0.60155 11.6000 0.60156 11.6133 0.60127 11.6267 0.60108 11.6400 0.60079 11.6933 0.5998
10 11.7467 0.598811 11.8533 0.596912 11.9867 0.594413 12.0400 0.593514 12.1467 0.591515 12.1867 0.590816 12.2667 0.589400:15:01 0.0930 0.0920
00:08:01 0.0921 0.091100:10:01 0.0924 0.0914
00:04:00 0.0909 0.089900:05:00 0.0913 0.0903
00:01:00 0.0891 0.088100:02:00 0.0899 0.0889
00:00:15 0.0883 0.087300:00:30 0.0887 0.0877
00:00:06 0.0881 0.087100:00:12 0.0882 0.0872
00:00:04 0.0880 0.087000:00:05 0.0880 0.0870
00:00:02 0.0877 0.086700:00:03 0.0878 0.0868
00:00:00 0.0869 0.085900:00:01 0.0876 0.0866
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Time Settlement(in)
0.08600.08700.08800.08900.09000.09100.09200.09300.0940
0.0 2.0 4.0 6.0 8.0 10.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 24
16 12.2667 0.589417 12.2933 0.588918 12.3467 0.587919 12.3600 0.587720 12.3600 0.587721 12.3600 0.5877
Tested By: Checked By:
01:30:07 0.0937 0.092701:39:51 0.0937 0.0927
00:40:03 0.0936 0.092601:00:05 0.0937 0.0927
00:15:01 0.0930 0.092000:20:01 0.0932 0.0922 0.0872
0.0882
0.0892
0.0902
0.0912
0.0922
0.0932
0.0942
0.10 1.00 10.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 12.3600 0.58771 12.5200 0.58482 12.5333 0.58453 12.5467 0.58434 12.5600 0.58415 12.5733 0.58386 12.5733 0.58387 12.6000 0.58338 12.6267 0.58299 12.6933 0.5816
10 12.8000 0.579711 12.9333 0.577312 13.1200 0.573913 13.1867 0.572714 13.3067 0.570515 13.3467 0.569816 13.4400 0.568100:15:02 0.1018 0.1008
00:08:01 0.1008 0.099800:10:01 0.1011 0.1001
00:04:01 0.0994 0.098400:05:01 0.0999 0.0989
00:01:00 0.0970 0.096000:02:01 0.0980 0.0970
00:00:15 0.0957 0.094700:00:30 0.0962 0.0952
00:00:06 0.0953 0.094300:00:12 0.0955 0.0945
00:00:04 0.0952 0.094200:00:05 0.0953 0.0943
00:00:03 0.0951 0.0941
00:00:01
Displacement(in)
Settlement(in)
0.0949 0.093900:00:00 0.0937 0.0927
Index Time
Consolidation Test Results(Sequence 10) Load 4.000 tsf
Consolidation Test Results(Sequence 10) Load 4.000 tsf
00:00:02 0.0950 0.0940
0.0946
0.0966
0.0986
0.1006
0.1026
0.1046
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 24
16 13.4400 0.568117 13.4933 0.567218 13.5867 0.565519 13.6400 0.564520 13.6667 0.564021 13.6933 0.563522 13.7200 0.563023 13.7333 0.562824 13.7467 0.562625 13.7600 0.562326 13.7600 0.562327 13.7600 0.562328 13.7733 0.562129 13.7733 0.562130 13.7867 0.561831 13.7867 0.561832 13.8000 0.561633 13.8000 0.561634 13.8133 0.561435 13.8133 0.561436 13.8267 0.561109:30:44 0.1047 0.1037
08:30:39 0.1046 0.103609:00:42 0.1046 0.1036
07:30:35 0.1045 0.103508:00:37 0.1045 0.1035
06:30:30 0.1044 0.103407:00:33 0.1044 0.1034
05:30:26 0.1043 0.103306:00:28 0.1043 0.1033
04:30:21 0.1042 0.103205:00:23 0.1042 0.1032
03:30:17 0.1041 0.103104:00:19 0.1042 0.1032
02:30:12 0.1039 0.102903:00:14 0.1040 0.1030
01:30:07 0.1035 0.102502:00:10 0.1037 0.1027
00:40:04 0.1029 0.101901:00:05 0.1033 0.1023
00:15:02 0.1018 0.100800:20:02 0.1022 0.1012 0.0950
0.0970
0.0990
0.1010
0.1030
0.1050
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 24
37 13.8267 0.561138 13.8267 0.561139 13.8267 0.561140 13.8267 0.561141 13.8400 0.560942 13.8400 0.560943 13.8400 0.560944 13.8400 0.560945 13.8400 0.560946 13.8400 0.560947 13.8533 0.560648 13.8533 0.560649 13.8533 0.560650 13.8533 0.560651 13.8533 0.560652 13.8533 0.560653 13.8533 0.560654 13.8533 0.560655 13.8533 0.560656 13.8533 0.560657 13.8667 0.560458 13.8667 0.560459 13.8667 0.560460 13.8667 0.560461 13.8667 0.560462 13.8667 0.560422:30:01 0.1050 0.1040
21:31:39 0.1050 0.104022:01:41 0.1050 0.1040
20:31:34 0.1050 0.104021:01:36 0.1050 0.1040
19:31:30 0.1049 0.103920:01:32 0.1050 0.1040
18:31:25 0.1049 0.103919:01:27 0.1049 0.1039
17:31:21 0.1049 0.103918:01:23 0.1049 0.1039
16:31:16 0.1049 0.103917:01:18 0.1049 0.1039
15:31:11 0.1049 0.103916:01:14 0.1049 0.1039
14:31:07 0.1048 0.103815:01:09 0.1049 0.1039
13:31:02 0.1048 0.103814:01:04 0.1048 0.1038
12:30:58 0.1048 0.103813:01:00 0.1048 0.1038
11:30:53 0.1047 0.103712:00:55 0.1048 0.1038
10:30:49 0.1047 0.103711:00:51 0.1047 0.1037
10:00:46 0.1047 0.1037
Page 20 of 24Page 20 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 13.8667 0.56041 14.1333 0.55562 14.1733 0.55483 14.1867 0.55464 14.2000 0.55435 14.2267 0.55396 14.2533 0.55347 14.3200 0.55228 14.3600 0.55159 14.4800 0.5493
10 14.6400 0.546411 14.9067 0.541512 15.2533 0.535313 15.3867 0.532914 15.7200 0.526815 15.8933 0.523716 16.2133 0.517900:15:01 0.1226 0.1216
00:08:01 0.1189 0.117900:10:01 0.1202 0.1192
00:04:01 0.1154 0.114400:05:01 0.1164 0.1154
00:01:00 0.1108 0.109800:02:00 0.1128 0.1118
00:00:15 0.1087 0.107700:00:30 0.1096 0.1086
00:00:06 0.1079 0.106900:00:12 0.1084 0.1074
00:00:01 0.1070 0.1060
(in) (in)
00:00:04 0.1075 0.106500:00:05 0.1077 0.1067
00:00:02 0.1073 0.106300:00:03 0.1074 0.1064
Consolidation Test Results(Sequence 11) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 8.000 tsf
TimeIndex
00:00:00 0.1050 0.1040
0.1062
0.1112
0.1162
0.1212
0.1262
0.1312
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 24
16 16.2133 0.517917 16.4267 0.514018 16.8533 0.506319 17.0267 0.503120 17.1467 0.501021 17.2000 0.500022 17.2533 0.499023 17.2800 0.498624 17.3067 0.498125 17.3333 0.497626 17.3600 0.497127 17.3733 0.496928 17.3867 0.496629 17.3867 0.496630 17.4000 0.496431 17.4133 0.496132 17.4133 0.496133 17.4267 0.495934 17.4400 0.495735 17.4533 0.495436 17.4533 0.495409:30:44 0.1319 0.1309
08:30:39 0.1318 0.130809:00:41 0.1319 0.1309
07:30:34 0.1316 0.130608:00:37 0.1317 0.1307
06:30:30 0.1315 0.130507:00:32 0.1316 0.1306
05:30:25 0.1314 0.130406:00:28 0.1314 0.1304
04:30:21 0.1312 0.130205:00:23 0.1313 0.1303
03:30:16 0.1308 0.129804:00:18 0.1310 0.1300
02:30:12 0.1304 0.129403:00:14 0.1306 0.1296
01:30:07 0.1296 0.128602:00:09 0.1300 0.1290
00:40:03 0.1274 0.126401:00:05 0.1287 0.1277
00:15:01 0.1226 0.121600:20:02 0.1242 0.1232
0.1064
0.1114
0.1164
0.1214
0.1264
0.1314
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 24
37 17.4667 0.495238 17.4667 0.495239 17.4667 0.495240 17.4800 0.494941 17.4800 0.494942 17.4800 0.494943 17.4800 0.494944 17.4933 0.494745 17.4933 0.494746 17.4933 0.494747 17.4933 0.494748 17.4933 0.494749 17.5067 0.494450 17.5067 0.494451 17.5067 0.494452 17.5067 0.494453 17.5067 0.494454 17.5200 0.494255 17.5200 0.494256 17.5200 0.494257 17.5200 0.494258 17.5333 0.494059 17.5333 0.494060 17.5333 0.494061 17.5333 0.4940
21:31:38 0.1325 0.131521:53:20 0.1325 0.1315
20:31:34 0.1325 0.131521:01:36 0.1325 0.1315
19:31:29 0.1324 0.131420:01:31 0.1324 0.1314
18:31:25 0.1324 0.131419:01:27 0.1324 0.1314
17:31:20 0.1323 0.131318:01:22 0.1323 0.1313
16:31:15 0.1323 0.131317:01:18 0.1323 0.1313
15:31:11 0.1322 0.131216:01:13 0.1323 0.1313
14:31:06 0.1322 0.131215:01:09 0.1322 0.1312
13:31:02 0.1322 0.131214:01:04 0.1322 0.1312
12:30:57 0.1321 0.131113:01:00 0.1321 0.1311
11:30:53 0.1321 0.131112:00:55 0.1321 0.1311
10:30:48 0.1320 0.131011:00:50 0.1320 0.1310
10:00:46 0.1320 0.1310
Page 22 of 24Page 22 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI1-50 Clay (CH)Depth: 44 - 46 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 17.5333 0.49401 17.9067 0.48722 18.0133 0.48533 18.0533 0.48454 18.0933 0.48385 18.0933 0.48386 18.1067 0.48367 18.2267 0.48148 18.2400 0.48129 18.3600 0.4790
10 18.5467 0.475611 18.7867 0.471312 19.1733 0.464313 19.3067 0.461814 19.6400 0.455815 19.8267 0.452416 20.1600 0.446400:15:01 0.1522 0.1512
00:08:01 0.1483 0.147300:10:01 0.1497 0.1487
00:04:00 0.1448 0.143800:05:00 0.1458 0.1448
00:01:00 0.1401 0.139100:02:00 0.1419 0.1409
00:00:15 0.1378 0.136800:00:30 0.1387 0.1377
00:00:06 0.1368 0.135800:00:12 0.1377 0.1367
00:00:04 0.1367 0.135700:00:05 0.1367 0.1357
00:00:03 0.1364 0.1354
Settlement(in) (in)
00:00:00 0.1325 0.131500:00:01 0.1353 0.1343
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Time Displacement
00:00:02 0.1361 0.1351
0.1350
0.1400
0.1450
0.1500
0.1550
0.1600
0.1650
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 24
16 20.1600 0.446417 20.3733 0.442518 20.8000 0.434819 21.0000 0.431220 21.1200 0.429021 21.2000 0.427522 21.2267 0.427123 21.2667 0.426324 21.3067 0.425625 21.3200 0.425426 21.3333 0.425127 21.3467 0.424928 21.3600 0.424629 21.3733 0.424430 21.3867 0.424231 21.4000 0.423932 21.4133 0.423733 21.4133 0.423734 21.4267 0.423435 21.4267 0.423436 21.4400 0.423209:30:43 0.1618 0.1608
08:30:39 0.1617 0.160709:00:41 0.1617 0.1607
07:30:34 0.1616 0.160608:00:37 0.1616 0.1606
06:30:30 0.1614 0.160407:00:32 0.1615 0.1605
05:30:25 0.1612 0.160206:00:27 0.1613 0.1603
04:30:21 0.1610 0.160005:00:23 0.1611 0.1601
03:30:16 0.1608 0.159804:00:18 0.1609 0.1599
02:30:11 0.1602 0.159203:00:14 0.1605 0.1595
01:30:07 0.1594 0.158402:00:09 0.1600 0.1590
00:40:03 0.1570 0.156001:00:05 0.1585 0.1575
00:15:01 0.1522 0.151200:20:02 0.1538 0.1528 0.1352
0.1402
0.1452
0.1502
0.1552
0.1602
0.1652
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 24
37 21.4400 0.423238 21.4400 0.423239 21.4400 0.423240 21.4533 0.422941 21.4533 0.422942 21.4533 0.422943 21.4667 0.422744 21.4667 0.422745 21.4667 0.422746 21.4800 0.422547 21.4800 0.422548 21.4933 0.422249 21.4933 0.422250 21.4933 0.422251 21.5067 0.422052 21.5067 0.422053 21.5067 0.422054 21.5067 0.422055 21.5200 0.421756 21.5200 0.421757 21.5200 0.421758 21.5200 0.421759 21.5333 0.4215
20:31:34 0.1624 0.161420:59:29 0.1625 0.1615
19:31:29 0.1624 0.161420:01:31 0.1624 0.1614
18:31:24 0.1623 0.161319:01:27 0.1624 0.1614
17:31:20 0.1623 0.161318:01:22 0.1623 0.1613
16:31:15 0.1622 0.161217:01:18 0.1623 0.1613
15:31:11 0.1622 0.161216:01:13 0.1622 0.1612
14:31:06 0.1621 0.161115:01:09 0.1621 0.1611
13:31:02 0.1620 0.161014:01:04 0.1620 0.1610
12:30:57 0.1619 0.160913:00:59 0.1620 0.1610
11:30:52 0.1619 0.160912:00:55 0.1619 0.1609
10:30:48 0.1618 0.160811:00:50 0.1618 0.1608
10:00:46 0.1618 0.1608
Page 24 of 24Page 24 of 24
Consolidation TestTest Results
2.49
4.49
6.49
8.49
10.49
12.49
14.49
16.49
18.49
Stra
in (%
)
Before After Liquid Limits: 47 Test Date: 11 May 201135.40 20.17 Plastic Limits: 22
Dry Density (pcf): 88.67 112.50 Plasticity Index (%): 25Saturation (%): 108.64 114.16Void Ratio: 0.8566 0.4862 Specific Gravity: 2.644 MeasuredSample Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 28-30 feet Remarks:Sample Number: Boring Number: BHSP-SI2-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
18.49
20.49
22.490.100 1.000 10.000 100.000
Pressure (tsf)
Consolidation TestTest Results
0.5876
0.6376
0.6876
0.7376
0.7876
0.8376
Void
Rat
io
Before After Liquid Limits: 47 Test Date: 11 May 201135.40 20.17 Plastic Limits: 22
Dry Density (pcf): 88.67 112.50 Plasticity Index (%): 25Saturation (%): 108.64 114.16Void Ratio: 0.8566 0.4862 Specific Gravity: 2.644 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 28-30 feet Remarks:Sample Number: Boring Number: BHSP-SI2-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.4876
0.5376
0.10 1.00 10.00 100.00Pressure (tsf)
Consolidation TestTest Results
50.0000
100.0000
150.0000
200.0000
250.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 47 Test Date: 11 May 201135.40 20.17 Plastic Limits: 22
Dry Density (pcf): 88.67 112.50 Plasticity Index (%): 25Saturation (%): 108.64 114.16Void Ratio: 0.8566 0.4862 Specific Gravity: 2.644 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 28-30 feet Remarks:Sample Number: Boring Number: BHSP-SI2-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.00000.10 1.00 10.00 100.00
Pressure (tsf)
t90 Cv
Consolidation TestTest Results
20.0000
40.0000
60.0000
80.0000
100.0000
120.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 47 Test Date: 11 May 201135.40 20.17 Plastic Limits: 22
Dry Density (pcf): 88.67 112.50 Plasticity Index (%): 25Saturation (%): 108.64 114.16Void Ratio: 0.8566 0.4862 Specific Gravity: 2.644 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 28-30 feet Remarks:Sample Number: Boring Number: BHSP-SI2-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
20.0000
0.10 1.00 10.00 100.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.6004Ymax
Consolidation TestTest Results
0.640
0.660
0.680
0.700
0.720
0.740
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 47 Test Date: 11 May 201135.40 20.17 Plastic Limits: 22
Dry Density (pcf): 88.67 112.50 Plasticity Index (%): 25Saturation (%): 108.64 114.16Void Ratio: 0.8566 0.4862 Specific Gravity: 2.644 MeasuredSoil Description: Clay with silt (CL)Project Number: 10883-011-00 Depth: 28-30 feet Remarks:Sample Number: Boring Number: BHSP-SI2-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.600
0.620
0.100 1.000 10.000 100.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-SI2-30
Clay w
ith silt (CL)
Depth:
28-30 feetR
emarks:
Test N
umber:
Sample T
ype:U
ndisturbedT
est Date:
11 May 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.34640.00
0.85830.000
0.0000.000
0.0000.250
0.01870.7313
0.32772.49
0.811914.106
2.32829.337
41.2880.500
0.03370.7163
0.31274.49
0.774811.298
2.28335.142
40.3951.000
0.05020.6998
0.29626.69
0.73391.980
1.774191.411
49.6362.000
0.07340.6766
0.27309.79
0.67645.010
1.54470.713
53.2884.000
0.09860.6514
0.247813.15
0.61403.699
1.33288.769
57.2700.250
0.08630.6637
0.260111.51
0.64440.000
0.0000.000
0.0000.500
0.08750.6625
0.258911.67
0.64153.715
1.06091.429
74.4391.000
0.09070.6593
0.255712.09
0.63351.704
1.263197.430
61.8842.000
0.09470.6553
0.251712.63
0.62361.433
0.701231.884
110.1134.000
0.10220.6478
0.244213.63
0.60502.570
1.444126.352
52.2268.000
0.12420.6258
0.222216.56
0.55054.458
1.48367.979
47.48316.000
0.14960.6004
0.196819.95
0.48763.940
1.41470.798
45.822Predicted value indicated w
ith *12 67891011 2345
Consolidation T
est Results
Summ
ary
Index
1 0
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Sample Number: Sample Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 47.0000 Initial Void Ratio: 0.8566 Initial Height (in): 0.7500Plastic Limit: 22.0000 Plasticity Index (%): 25.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.6440 Weight of Ring (g): 220.0800
Measured
Void RatioSaturation (%)
Dry Density (pcf)
126.94109.4122.51
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 20.17
146.98115.6927.3035.40
0.4862
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
114.16112.50
0.8566108.6488.67
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:11 M
ay 2011T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-SI2-30
Clay w
ith silt (CL)
Depth:
28-30 feetR
emarks:
Sample T
ype:U
ndisturbed
Axial Strain
Void R
atio(%
)0
0.00000.8566
10.0000
0.85662
0.01330.8563
30.1067
0.85464
0.34670.8501
50.3600
0.84996
0.37330.8496
70.4533
0.84818
0.46670.8479
90.5867
0.845710
0.77330.8422
111.0267
0.837512
1.41330.8303
131.5600
0.827614
1.88000.8217
152.0267
0.818916
2.21330.8155
00:10:000.0157
0.015200:15:01
0.01710.0166
00:05:000.0122
0.011700:08:00
0.01460.0141
00:02:000.0082
0.007700:04:00
0.01110.0106
00:00:300.0049
0.004400:01:00
0.00630.0058
00:00:120.0039
0.003400:00:15
0.00400.0035
00:00:050.0032
0.002700:00:06
0.00330.0028
00:00:030.0013
0.000800:00:04
0.00310.0026
00:00:010.0005
0.000000:00:02
0.00060.0001
0.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.250 tsf
Consolidation T
est Results
(Sequence 1) Load 0.250 tsf
Settlement
(in)T
ime
Displacem
ent(in)
00:00:000.0005
0.0004
0.0054
0.0104
0.0154
0.0204
0.01.0
2.03.0
4.05.0
6.07.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0014
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 24
172.3200
0.813518
2.49330.8103
192.4933
0.8103T
ested By:
Checked B
y:00:43:00
0.01920.0187
00:20:020.0179
0.017400:40:03
0.01920.0187
0.0014
0.0064
0.0114
0.0164
0.02140.101.00
10.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 2.4933 0.81031 2.7200 0.80612 2.7600 0.80533 2.8000 0.80464 2.8133 0.80435 2.8267 0.80416 2.8400 0.80387 2.9067 0.80268 2.9333 0.80219 3.0400 0.8001
10 3.1867 0.797411 3.3867 0.793712 3.6400 0.789013 3.7200 0.787514 3.8933 0.784315 3.9733 0.782816 4.0933 0.7806
00:10:01 0.0303 0.029800:15:01 0.0312 0.0307
00:05:00 0.0284 0.027900:08:01 0.0297 0.0292
00:02:00 0.0259 0.025400:04:00 0.0278 0.0273
00:00:30 0.0233 0.022800:01:00 0.0244 0.0239
00:00:12 0.0223 0.021800:00:15 0.0225 0.0220
00:00:05 0.0217 0.021200:00:06 0.0218 0.0213
00:00:03 0.0215 0.021000:00:04 0.0216 0.0211
00:00:01 0.0209 0.020400:00:02 0.0212 0.0207
Settlement(in)
Displacement
00:00:00 0.0192 0.0187
Index
Consolidation Test Results(Sequence 2) Load 0.500 tsf
Consolidation Test Results(Sequence 2) Load 0.500 tsf
(in)Time
0.0206
0.0226
0.0246
0.0266
0.0286
0.0306
0.0326
0.0346
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 24
17 4.1467 0.779618 4.2533 0.777619 4.2933 0.776920 4.3200 0.776421 4.3467 0.775922 4.3733 0.775423 4.3867 0.775124 4.4000 0.774925 4.4000 0.774926 4.4133 0.774627 4.4133 0.774628 4.4133 0.774629 4.4267 0.774430 4.4267 0.774431 4.4267 0.774432 4.4400 0.774133 4.4400 0.774134 4.4400 0.774135 4.4533 0.773936 4.4533 0.7739
09:00:25 0.0339 0.033409:30:26 0.0339 0.0334
08:00:22 0.0338 0.033308:30:24 0.0338 0.0333
07:00:20 0.0337 0.033207:30:21 0.0338 0.0333
06:00:17 0.0337 0.033206:30:18 0.0337 0.0332
05:00:14 0.0336 0.033105:30:15 0.0336 0.0331
04:00:11 0.0335 0.033004:30:13 0.0336 0.0331
03:00:08 0.0334 0.032903:30:10 0.0335 0.0330
02:00:06 0.0331 0.032602:30:07 0.0333 0.0328
01:00:03 0.0327 0.032201:30:04 0.0329 0.0324
00:20:01 0.0316 0.031100:40:02 0.0324 0.0319
0.0208
0.0228
0.0248
0.0268
0.0288
0.0308
0.0328
0.0348
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 9 of 24
37 4.4533 0.773938 4.4667 0.773639 4.4667 0.773640 4.4667 0.773641 4.4667 0.773642 4.4667 0.773643 4.4667 0.773644 4.4800 0.773445 4.4800 0.773446 4.4800 0.773447 4.4800 0.773448 4.4800 0.773449 4.4933 0.773150 4.4933 0.773151 4.4933 0.773116:57:25 0.0342 0.0337
16:00:44 0.0342 0.033716:30:46 0.0342 0.0337
15:00:42 0.0341 0.033615:30:43 0.0341 0.0336
14:00:39 0.0341 0.033614:30:40 0.0341 0.0336
13:00:36 0.0340 0.033513:30:37 0.0341 0.0336
12:00:33 0.0340 0.033512:30:35 0.0340 0.0335
11:00:30 0.0340 0.033511:30:32 0.0340 0.0335
10:00:28 0.0339 0.033410:30:29 0.0340 0.0335
Page 10 of 24Page 10 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 4.4933 0.77311 4.7067 0.76922 4.7867 0.76773 4.8533 0.76654 4.8933 0.76575 4.9200 0.76526 4.9467 0.76477 5.0400 0.76308 5.0667 0.76259 5.2133 0.7598
10 5.3867 0.756611 5.6267 0.752112 5.9067 0.746913 6.0000 0.745214 6.1867 0.741715 6.2667 0.740216 6.3733 0.738200:15:01 0.0483 0.0478
00:08:00 0.0469 0.046400:10:01 0.0475 0.0470
00:04:00 0.0448 0.044300:05:00 0.0455 0.0450
00:01:00 0.0409 0.040400:02:00 0.0427 0.0422
00:00:15 0.0385 0.038000:00:30 0.0396 0.0391
00:00:06 0.0376 0.037100:00:12 0.0383 0.0378
00:00:04 0.0372 0.036700:00:05 0.0374 0.0369
00:00:02 0.0364 0.035900:00:03 0.0369 0.0364
00:00:01 0.0358 0.0353
Consolidation Test Results(Sequence 3) Load 1.000 tsf
(in)Settlement
(in)00:00:00 0.0342 0.0337
Index
Consolidation Test Results(Sequence 3) Load 1.000 tsf
Time Displacement
0.03520.03720.03920.04120.04320.04520.04720.04920.0512
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 24
17 6.4400 0.737018 6.5600 0.734819 6.6267 0.733520 6.6533 0.733021 6.6933 0.732322 6.6933 0.7323
Tested By: Checked By:02:05:59 0.0507 0.0502
01:30:04 0.0504 0.049902:00:06 0.0507 0.0502
00:40:02 0.0497 0.049201:00:03 0.0502 0.0497
00:20:01 0.0488 0.0483 0.0368
0.0388
0.0408
0.0428
0.04480.0468
0.0488
0.0508
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 11 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 6.6933 0.73231 7.2000 0.72292 7.2933 0.72123 7.3467 0.72024 7.3867 0.71945 7.4133 0.71896 7.4533 0.71827 7.5867 0.71578 7.6267 0.71509 7.8267 0.7113
10 8.0933 0.706311 8.4267 0.700112 8.8133 0.692913 8.9467 0.690514 9.1867 0.686015 9.2800 0.684316 9.4133 0.681800:15:01 0.0711 0.0706
00:08:01 0.0694 0.068900:10:01 0.0701 0.0696
00:04:00 0.0666 0.066100:05:00 0.0676 0.0671
00:01:00 0.0612 0.060700:02:00 0.0637 0.0632
00:00:15 0.0577 0.057200:00:30 0.0592 0.0587
00:00:06 0.0564 0.055900:00:12 0.0574 0.0569
00:00:04 0.0559 0.055400:00:05 0.0561 0.0556
00:00:02 0.0552 0.054700:00:03 0.0556 0.0551
00:00:00 0.0507 0.050200:00:01 0.0545 0.0540
Index
Consolidation Test Results(Sequence 4) Load 2.000 tsf
Consolidation Test Results(Sequence 4) Load 2.000 tsf
Time Displacement(in)
Settlement(in)
0.0538
0.0588
0.0638
0.0688
0.0738
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 24
17 9.4800 0.680618 9.6267 0.677819 9.6800 0.676820 9.7333 0.675921 9.7467 0.675622 9.7867 0.6749
Tested By: Checked By:02:18:46 0.0739 0.0734
01:30:04 0.0735 0.073002:00:06 0.0736 0.0731
00:40:02 0.0727 0.072201:00:03 0.0731 0.0726
00:20:01 0.0716 0.0711 0.0558
0.0608
0.0658
0.0708
0.0758
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 12 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 9.7867 0.67491 10.2800 0.66572 10.3733 0.66403 10.4400 0.66274 10.5067 0.66155 10.5467 0.66086 10.5867 0.66007 10.7333 0.65738 10.8000 0.65619 11.0267 0.6518
10 11.3600 0.645711 11.7733 0.638012 12.2000 0.630113 12.3333 0.627614 12.5467 0.623615 12.6267 0.622116 12.7467 0.619900:15:01 0.0961 0.0956
00:08:01 0.0946 0.094100:10:01 0.0952 0.0947
00:04:00 0.0920 0.091500:05:00 0.0930 0.0925
00:01:00 0.0857 0.085200:02:00 0.0888 0.0883
00:00:15 0.0815 0.081000:00:30 0.0832 0.0827
00:00:06 0.0799 0.079400:00:12 0.0810 0.0805
00:00:04 0.0793 0.078800:00:05 0.0796 0.0791
00:00:02 0.0783 0.077800:00:03 0.0788 0.0783
00:00:00 0.0739 0.073400:00:01 0.0776 0.0771
Consolidation Test Results(Sequence 5) Load 4.000 tsf
Consolidation Test Results(Sequence 5) Load 4.000 tsf
Index Time (in)SettlementDisplacement
(in)
0.0770
0.0820
0.0870
0.0920
0.0970
0.1020
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 24
17 12.8133 0.618718 12.9333 0.616419 13.0000 0.615220 13.0533 0.614221 13.0800 0.613722 13.1067 0.613223 13.1467 0.6125
Tested By: Checked By:
01:30:04 0.0984 0.0979
02:46:22 0.0991 0.0986
02:00:06 0.0986 0.098102:30:07 0.0988 0.0983
00:40:02 0.0975 0.097001:00:03 0.0980 0.0975
00:20:01 0.0966 0.0961 0.0792
0.0842
0.0892
0.0942
0.0992
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 13 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 13.1467 0.61251 12.9867 0.61552 12.8400 0.61823 12.7200 0.62044 12.6933 0.62095 12.6000 0.62266 12.5733 0.62317 12.5067 0.62448 12.4667 0.62519 12.3867 0.6266
10 12.2667 0.628811 12.1200 0.631512 11.9600 0.634513 11.9067 0.635514 11.8000 0.637515 11.7600 0.638216 11.6933 0.639500:15:01 0.0882 0.0877
00:08:00 0.0890 0.088500:10:01 0.0887 0.0882
00:04:00 0.0902 0.089700:05:00 0.0898 0.0893
00:01:00 0.0925 0.092000:02:00 0.0914 0.0909
00:00:15 0.0940 0.093500:00:30 0.0934 0.0929
00:00:06 0.0948 0.094300:00:12 0.0943 0.0938
00:00:04 0.0957 0.095200:00:05 0.0950 0.0945
00:00:02 0.0968 0.096300:00:03 0.0959 0.0954
00:00:00 0.0991 0.098600:00:01 0.0979 0.0974
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 6) Rebound 0.250 tsf
Time Settlement(in)
0.0866
0.0886
0.0906
0.0926
0.0946
0.0966
0.0986
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log
Page 14 of 24
17 11.6667 0.640018 11.6000 0.641219 11.5733 0.641720 11.5600 0.641921 11.5600 0.641922 11.5467 0.642223 11.5467 0.642224 11.5467 0.642225 11.5333 0.642426 11.5333 0.642427 11.5333 0.642428 11.5333 0.642429 11.5200 0.642730 11.5200 0.642731 11.5200 0.642732 11.5200 0.642733 11.5200 0.642734 11.5200 0.642735 11.5067 0.642936 11.5067 0.642909:30:26 0.0868 0.0863
08:30:23 0.0869 0.086409:00:25 0.0868 0.0863
07:30:21 0.0869 0.086408:00:22 0.0869 0.0864
06:30:18 0.0869 0.086407:00:19 0.0869 0.0864
05:30:15 0.0870 0.086506:00:17 0.0869 0.0864
04:30:12 0.0870 0.086505:00:14 0.0870 0.0865
03:30:10 0.0871 0.086604:00:11 0.0870 0.0865
02:30:07 0.0871 0.086603:00:08 0.0871 0.0866
01:30:04 0.0872 0.086702:00:06 0.0872 0.0867
00:40:02 0.0875 0.087001:00:03 0.0873 0.0868
00:20:01 0.0880 0.0875 0.08660.08760.08860.08960.09060.09160.09260.09360.09460.0956
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log
Page 14 of 24
37 11.5067 0.642938 11.5067 0.642939 11.5067 0.642940 11.5067 0.642941 11.5067 0.642942 11.5067 0.642943 11.5067 0.642944 11.5067 0.642945 11.5067 0.642946 11.5067 0.642947 11.5067 0.642948 11.5067 0.642949 11.5067 0.642950 11.5067 0.642916:19:01 0.0868 0.0863
15:30:43 0.0868 0.086316:00:44 0.0868 0.0863
14:30:40 0.0868 0.086315:00:41 0.0868 0.0863
13:30:37 0.0868 0.086314:00:39 0.0868 0.0863
12:30:35 0.0868 0.086313:00:36 0.0868 0.0863
11:30:32 0.0868 0.086312:00:33 0.0868 0.0863
10:30:29 0.0868 0.086311:00:30 0.0868 0.0863
10:00:28 0.0868 0.0863
Page 15 of 24Page 15 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 11.5067 0.64291 11.5200 0.64272 11.5333 0.64243 11.5333 0.64244 11.5333 0.64245 11.5467 0.64226 11.5467 0.64227 11.5467 0.64228 11.5467 0.64229 11.5600 0.6419
10 11.5867 0.641411 11.6133 0.641012 11.6267 0.640713 11.6400 0.640514 11.6400 0.640515 11.6533 0.640216 11.6533 0.640200:15:01 0.0879 0.0874
00:08:01 0.0878 0.087300:10:01 0.0879 0.0874
00:04:00 0.0877 0.087200:05:00 0.0878 0.0873
00:01:00 0.0874 0.086900:02:00 0.0876 0.0871
00:00:15 0.0871 0.086600:00:30 0.0872 0.0867
00:00:06 0.0871 0.086600:00:12 0.0871 0.0866
00:00:04 0.0870 0.086500:00:05 0.0871 0.0866
00:00:02 0.0870 0.086500:00:03 0.0870 0.0865
00:00:00 0.0868 0.086300:00:01 0.0869 0.0864
Index
Consolidation Test Results(Sequence 7) Load 0.500 tsf
Consolidation Test Results(Sequence 7) Load 0.500 tsf
SettlementTime Displacement(in) (in)
0.0868
0.0870
0.0872
0.0874
0.0876
0.0878
0.0880
0.0882
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 24
16 11.6533 0.640217 11.6533 0.640218 11.6667 0.640019 11.6667 0.640020 11.6667 0.640021 11.6667 0.640022 11.6667 0.640023 11.6667 0.640024 11.6667 0.6400
Tested By: Checked By:03:03:41 0.0880 0.0875
02:30:11 0.0880 0.087503:00:13 0.0880 0.0875
01:30:07 0.0880 0.087502:00:09 0.0880 0.0875
00:40:03 0.0880 0.087501:00:04 0.0880 0.0875
00:15:01 0.0879 0.087400:20:01 0.0879 0.0874 0.0870
0.0872
0.0874
0.0876
0.0878
0.0880
0.08820.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load7Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 16 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 11.6667 0.64001 11.7600 0.63822 11.7733 0.63803 11.7867 0.63774 11.8000 0.63755 11.8000 0.63756 11.8133 0.63727 11.8400 0.63678 11.8533 0.63659 11.8800 0.6360
10 11.9333 0.635011 11.9733 0.634312 12.0267 0.633313 12.0400 0.633014 12.0533 0.632815 12.0533 0.632816 12.0667 0.632500:15:01 0.0910 0.0905
00:08:00 0.0909 0.090400:10:00 0.0909 0.0904
00:04:00 0.0907 0.090200:05:00 0.0908 0.0903
00:01:00 0.0900 0.089500:02:00 0.0903 0.0898
00:00:15 0.0894 0.088900:00:30 0.0896 0.0891
00:00:06 0.0891 0.088600:00:12 0.0893 0.0888
00:00:04 0.0890 0.088500:00:05 0.0890 0.0885
00:00:02 0.0888 0.088300:00:03 0.0889 0.0884
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Consolidation Test Results(Sequence 8) Load 1.000 tsf
Displacement Settlement
00:00:01 0.0887 0.0882
(in)Index Time (in)00:00:00 0.0880 0.0875
0.0886
0.0891
0.0896
0.0901
0.0906
0.0911
0.0916
0.0 2.0 4.0 6.0 8.0 10.0 12.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 24
16 12.0667 0.632517 12.0800 0.632318 12.0800 0.632319 12.0800 0.632320 12.0933 0.632021 12.0933 0.632022 12.0933 0.6320
Tested By: Checked By:02:05:39 0.0912 0.0907
01:30:07 0.0912 0.090702:00:09 0.0912 0.0907
00:40:03 0.0911 0.090601:00:04 0.0911 0.0906
00:15:01 0.0910 0.090500:20:01 0.0911 0.0906 0.0890
0.0895
0.0900
0.0905
0.0910
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 12.0933 0.63201 12.2667 0.62882 12.2800 0.62863 12.2933 0.62834 12.3067 0.62815 12.3067 0.62816 12.3200 0.62787 12.3600 0.62718 12.3733 0.62689 12.4133 0.6261
10 12.4800 0.624911 12.5200 0.624112 12.5733 0.623113 12.5733 0.623114 12.6000 0.622615 12.6000 0.622616 12.6133 0.622400:15:01 0.0951 0.0946
00:08:01 0.0950 0.094500:10:01 0.0950 0.0945
00:04:01 0.0948 0.094300:05:01 0.0948 0.0943
00:01:00 0.0941 0.093600:02:00 0.0944 0.0939
00:00:15 0.0933 0.092800:00:30 0.0936 0.0931
00:00:06 0.0929 0.092400:00:12 0.0932 0.0927
00:00:04 0.0928 0.092300:00:05 0.0928 0.0923
00:00:02 0.0926 0.092100:00:03 0.0927 0.0922
00:00:00 0.0912 0.090700:00:01 0.0925 0.0920
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Displacement(in)Index
Consolidation Test Results(Sequence 9) Load 2.000 tsf
Time Settlement(in)
0.0922
0.0927
0.0932
0.0937
0.0942
0.0947
0.0952
0.0957
0.0 2.0 4.0 6.0 8.0 10.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 24
16 12.6133 0.622417 12.6133 0.622418 12.6133 0.622419 12.6267 0.622120 12.6267 0.622121 12.6267 0.6221
Tested By: Checked By:
01:30:07 0.0952 0.094701:39:15 0.0952 0.0947
00:40:03 0.0951 0.094601:00:05 0.0952 0.0947
00:15:01 0.0951 0.094600:20:02 0.0951 0.0946 0.0926
0.0931
0.0936
0.0941
0.0946
0.0951
0.0956
0.10 1.00 10.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 12.6267 0.62211 12.8533 0.61792 12.8933 0.61723 12.9067 0.61694 12.9333 0.61645 12.9333 0.61646 12.9467 0.61627 13.0000 0.61528 13.0267 0.61479 13.0933 0.6135
10 13.1600 0.612211 13.2400 0.610812 13.3067 0.609513 13.3200 0.609314 13.3600 0.608515 13.3733 0.608316 13.3867 0.608000:15:01 0.1009 0.1004
00:08:01 0.1007 0.100200:10:01 0.1008 0.1003
00:04:00 0.1003 0.099800:05:00 0.1004 0.0999
00:01:00 0.0992 0.098700:02:00 0.0998 0.0993
00:00:15 0.0982 0.097700:00:30 0.0987 0.0982
00:00:06 0.0976 0.097100:00:12 0.0980 0.0975
00:00:04 0.0975 0.097000:00:05 0.0975 0.0970
00:00:03 0.0973 0.0968
00:00:01
Displacement(in)
Settlement(in)
0.0969 0.096400:00:00 0.0952 0.0947
Index Time
Consolidation Test Results(Sequence 10) Load 4.000 tsf
Consolidation Test Results(Sequence 10) Load 4.000 tsf
00:00:02 0.0972 0.0967
0.0968
0.0978
0.0988
0.0998
0.1008
0.1018
0.1028
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 24
16 13.3867 0.608017 13.4133 0.607518 13.4533 0.606819 13.4800 0.606320 13.4933 0.606021 13.5067 0.605822 13.5200 0.605623 13.5333 0.605324 13.5467 0.605125 13.5600 0.604826 13.5600 0.604827 13.5733 0.604628 13.5733 0.604629 13.5733 0.604630 13.5733 0.604631 13.5733 0.604632 13.5867 0.604333 13.5867 0.604334 13.5867 0.604335 13.5867 0.604336 13.5867 0.604309:30:44 0.1024 0.1019
08:30:39 0.1024 0.101909:00:41 0.1024 0.1019
07:30:34 0.1024 0.101908:00:37 0.1024 0.1019
06:30:30 0.1023 0.101807:00:32 0.1023 0.1018
05:30:25 0.1023 0.101806:00:28 0.1023 0.1018
04:30:21 0.1022 0.101705:00:23 0.1023 0.1018
03:30:16 0.1021 0.101604:00:18 0.1022 0.1017
02:30:12 0.1019 0.101403:00:14 0.1020 0.1015
01:30:07 0.1017 0.101202:00:09 0.1018 0.1013
00:40:03 0.1014 0.100901:00:05 0.1016 0.1011
00:15:01 0.1009 0.100400:20:02 0.1011 0.1006 0.0975
0.0985
0.0995
0.1005
0.1015
0.1025
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 24
37 13.5867 0.604338 13.5867 0.604339 13.6000 0.604140 13.6000 0.604141 13.6000 0.604142 13.6000 0.604143 13.6000 0.604144 13.6000 0.604145 13.6000 0.604146 13.6133 0.603847 13.6133 0.603848 13.6133 0.603849 13.6133 0.603850 13.6133 0.603851 13.6133 0.603852 13.6133 0.603853 13.6267 0.603654 13.6267 0.603655 13.6267 0.603656 13.6267 0.603657 13.6267 0.603658 13.6267 0.603659 13.6267 0.603660 13.6267 0.603661 13.6267 0.603662 13.6267 0.603622:30:18 0.1027 0.1022
21:31:38 0.1027 0.102222:01:41 0.1027 0.1022
20:31:34 0.1027 0.102221:01:36 0.1027 0.1022
19:31:29 0.1027 0.102220:01:31 0.1027 0.1022
18:31:25 0.1027 0.102219:01:27 0.1027 0.1022
17:31:20 0.1026 0.102118:01:22 0.1027 0.1022
16:31:16 0.1026 0.102117:01:18 0.1026 0.1021
15:31:11 0.1026 0.102116:01:13 0.1026 0.1021
14:31:06 0.1026 0.102115:01:09 0.1026 0.1021
13:31:02 0.1025 0.102014:01:04 0.1025 0.1020
12:30:57 0.1025 0.102013:00:59 0.1025 0.1020
11:30:53 0.1025 0.102012:00:55 0.1025 0.1020
10:30:48 0.1024 0.101911:00:50 0.1025 0.1020
10:00:46 0.1024 0.1019
Page 20 of 24Page 20 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 13.6267 0.60361 14.0133 0.59642 14.0933 0.59493 14.1200 0.59444 14.1600 0.59375 14.2000 0.59296 14.2267 0.59247 14.3867 0.58958 14.4667 0.58809 14.6533 0.5845
10 14.9200 0.579611 15.2400 0.573612 15.5600 0.567713 15.6533 0.565914 15.8267 0.562715 15.9067 0.561216 16.0133 0.559300:15:01 0.1206 0.1201
00:08:01 0.1192 0.118700:10:01 0.1198 0.1193
00:04:01 0.1172 0.116700:05:01 0.1179 0.1174
00:01:00 0.1124 0.111900:02:00 0.1148 0.1143
00:00:15 0.1090 0.108500:00:30 0.1104 0.1099
00:00:06 0.1072 0.106700:00:12 0.1084 0.1079
00:00:01 0.1056 0.1051
(in) (in)
00:00:04 0.1067 0.106200:00:05 0.1070 0.1065
00:00:02 0.1062 0.105700:00:03 0.1064 0.1059
Consolidation Test Results(Sequence 11) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 8.000 tsf
TimeIndex
00:00:00 0.1027 0.1022
0.1052
0.1102
0.1152
0.1202
0.1252
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 24
16 16.0133 0.559317 16.0667 0.558318 16.1867 0.556019 16.2400 0.555120 16.2933 0.554121 16.3333 0.553322 16.3600 0.552823 16.3733 0.552624 16.3867 0.552325 16.4133 0.551826 16.4133 0.551827 16.4267 0.551628 16.4400 0.551329 16.4533 0.551130 16.4533 0.551131 16.4533 0.551132 16.4667 0.550833 16.4667 0.550834 16.4667 0.550835 16.4800 0.550636 16.4800 0.550609:30:44 0.1241 0.1236
08:30:39 0.1240 0.123509:00:41 0.1241 0.1236
07:30:35 0.1240 0.123508:00:37 0.1240 0.1235
06:30:30 0.1239 0.123407:00:32 0.1239 0.1234
05:30:25 0.1238 0.123306:00:28 0.1239 0.1234
04:30:21 0.1236 0.123105:00:23 0.1237 0.1232
03:30:16 0.1234 0.122904:00:18 0.1236 0.1231
02:30:12 0.1232 0.122703:00:14 0.1233 0.1228
01:30:07 0.1227 0.122202:00:09 0.1230 0.1225
00:40:03 0.1219 0.121401:00:05 0.1223 0.1218
00:15:01 0.1206 0.120100:20:02 0.1210 0.1205
0.10700.10900.11100.11300.11500.11700.11900.12100.12300.1250
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 24
37 16.4933 0.550438 16.4933 0.550439 16.4933 0.550440 16.5067 0.550141 16.5067 0.550142 16.5067 0.550143 16.5067 0.550144 16.5200 0.549945 16.5200 0.549946 16.5200 0.549947 16.5200 0.549948 16.5333 0.549649 16.5333 0.549650 16.5333 0.549651 16.5333 0.549652 16.5333 0.549653 16.5467 0.549454 16.5467 0.549455 16.5467 0.549456 16.5467 0.549457 16.5467 0.549458 16.5600 0.549159 16.5600 0.549160 16.5600 0.549161 16.5600 0.5491
21:31:38 0.1247 0.124221:53:06 0.1247 0.1242
20:31:34 0.1247 0.124221:01:36 0.1247 0.1242
19:31:29 0.1246 0.124120:01:31 0.1246 0.1241
18:31:25 0.1246 0.124119:01:27 0.1246 0.1241
17:31:20 0.1245 0.124018:01:22 0.1246 0.1241
16:31:16 0.1245 0.124017:01:18 0.1245 0.1240
15:31:11 0.1245 0.124016:01:13 0.1245 0.1240
14:31:06 0.1244 0.123915:01:09 0.1244 0.1239
13:31:02 0.1244 0.123914:01:04 0.1244 0.1239
12:30:57 0.1243 0.123813:01:00 0.1243 0.1238
11:30:53 0.1243 0.123812:00:55 0.1243 0.1238
10:30:48 0.1242 0.123711:00:50 0.1242 0.1237
10:00:46 0.1242 0.1237
Page 22 of 24Page 22 of 24
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI2-30 Clay with silt (CL)Depth: 28-30 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 16.5600 0.54911 17.0667 0.53972 17.2400 0.53653 17.3067 0.53534 17.3467 0.53455 17.3867 0.53386 17.4133 0.53337 17.5733 0.53038 17.6267 0.52939 17.8667 0.5249
10 18.1733 0.519211 18.5600 0.512012 18.9200 0.505313 19.0267 0.503314 19.2133 0.499915 19.2800 0.498616 19.3733 0.496900:15:02 0.1458 0.1453
00:08:01 0.1446 0.144100:10:01 0.1451 0.1446
00:04:01 0.1424 0.141900:05:01 0.1432 0.1427
00:01:00 0.1368 0.136300:02:01 0.1397 0.1392
00:00:15 0.1327 0.132200:00:30 0.1345 0.1340
00:00:06 0.1311 0.130600:00:12 0.1323 0.1318
00:00:04 0.1306 0.130100:00:05 0.1309 0.1304
00:00:03 0.1303 0.1298
Settlement(in) (in)
00:00:00 0.1247 0.124200:00:01 0.1285 0.1280
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 16.000 tsf
Time Displacement
00:00:02 0.1298 0.1293
0.1284
0.1334
0.1384
0.1434
0.1484
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 24
16 19.3733 0.496917 19.4400 0.495618 19.5467 0.493719 19.6400 0.491920 19.6933 0.490921 19.7200 0.490422 19.7467 0.490023 19.7600 0.489724 19.7733 0.489525 19.7867 0.489226 19.8000 0.489027 19.8133 0.488728 19.8133 0.488729 19.8267 0.488530 19.8400 0.488231 19.8400 0.488232 19.8533 0.488033 19.8533 0.488034 19.8667 0.487735 19.8667 0.487736 19.8667 0.487709:30:44 0.1495 0.1490
08:30:39 0.1495 0.149009:00:41 0.1495 0.1490
07:30:35 0.1494 0.148908:00:37 0.1494 0.1489
06:30:30 0.1493 0.148807:00:32 0.1493 0.1488
05:30:25 0.1491 0.148606:00:28 0.1492 0.1487
04:30:21 0.1490 0.148505:00:23 0.1491 0.1486
03:30:16 0.1488 0.148304:00:19 0.1489 0.1484
02:30:12 0.1486 0.148103:00:14 0.1487 0.1482
01:30:07 0.1482 0.147702:00:10 0.1484 0.1479
00:40:03 0.1471 0.146601:00:05 0.1478 0.1473
00:15:02 0.1458 0.145300:20:02 0.1463 0.1458 0.1310
0.1360
0.1410
0.1460
0.1510
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 23 of 24
37 19.8667 0.487738 19.8667 0.487739 19.8800 0.487540 19.8800 0.487541 19.8800 0.487542 19.8800 0.487543 19.8800 0.487544 19.8933 0.487245 19.8933 0.487246 19.8933 0.487247 19.8933 0.487248 19.8933 0.487249 19.9067 0.487050 19.9067 0.487051 19.9067 0.487052 19.9067 0.487053 19.9200 0.486754 19.9200 0.486755 19.9200 0.486756 19.9200 0.486757 19.9200 0.486758 19.9333 0.486559 19.9467 0.4862
20:31:34 0.1500 0.149521:00:39 0.1501 0.1496
19:31:29 0.1499 0.149420:01:32 0.1499 0.1494
18:31:25 0.1499 0.149419:01:27 0.1499 0.1494
17:31:20 0.1498 0.149318:01:22 0.1499 0.1494
16:31:16 0.1498 0.149317:01:18 0.1498 0.1493
15:31:11 0.1497 0.149216:01:13 0.1498 0.1493
14:31:06 0.1497 0.149215:01:09 0.1497 0.1492
13:31:02 0.1497 0.149214:01:04 0.1497 0.1492
12:30:57 0.1496 0.149113:01:00 0.1496 0.1491
11:30:53 0.1496 0.149112:00:55 0.1496 0.1491
10:30:48 0.1495 0.149011:00:50 0.1496 0.1491
10:00:46 0.1495 0.1490
Page 24 of 24Page 24 of 24
Consolidation TestTest Results
0.75
10.75
20.75
30.75
40.75
50.75
Stra
in (%
)
Before After Liquid Limits: 527 Test Date: 11 May 2011668.71 203.60 Plastic Limits: 215
Dry Density (pcf): 8.38 19.66 Plasticity Index (%): 312Saturation (%): 96.16 76.09Void Ratio: 13.8976 4.9868 Specific Gravity: 2.002 MeasuredSample Description: Peat (PT)Project Number: 10883-011-00 Depth: 15 - 17 feet Remarks:Sample Number: Boring Number: BHSP-SI3-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
60.75
70.750.010 0.100 1.000 10.000
Pressure (tsf)
Consolidation TestTest Results
6.9860
7.9860
8.9860
9.9860
10.9860
11.9860
12.9860
13.9860
14.9860
Void
Rat
io
Before After Liquid Limits: 527 Test Date: 11 May 2011668.71 203.60 Plastic Limits: 215
Dry Density (pcf): 8.38 19.66 Plasticity Index (%): 312Saturation (%): 96.16 76.09Void Ratio: 13.8976 4.9868 Specific Gravity: 2.002 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 15 - 17 feet Remarks:Sample Number: Boring Number: BHSP-SI3-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
4.9860
5.9860
6.9860
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
500.0000
1000.0000
1500.0000
2000.0000
2500.0000
3000.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 527 Test Date: 11 May 2011668.71 203.60 Plastic Limits: 215
Dry Density (pcf): 8.38 19.66 Plasticity Index (%): 312Saturation (%): 96.16 76.09Void Ratio: 13.8976 4.9868 Specific Gravity: 2.002 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 15 - 17 feet Remarks:Sample Number: Boring Number: BHSP-SI3-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
500.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
10.0000
20.0000
30.0000
40.0000
50.0000
60.0000
70.0000
80.0000
90.0000
100.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 527 Test Date: 11 May 2011668.71 203.60 Plastic Limits: 215
Dry Density (pcf): 8.38 19.66 Plasticity Index (%): 312Saturation (%): 96.16 76.09Void Ratio: 13.8976 4.9868 Specific Gravity: 2.002 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 15 - 17 feet Remarks:Sample Number: Boring Number: BHSP-SI3-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
10.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.3014Ymax
Consolidation TestTest Results
0.401
0.451
0.501
0.551
0.601
0.651
0.701
0.751
0.801
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 527 Test Date: 11 May 2011668.71 203.60 Plastic Limits: 215
Dry Density (pcf): 8.38 19.66 Plasticity Index (%): 312Saturation (%): 96.16 76.09Void Ratio: 13.8976 4.9868 Specific Gravity: 2.002 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 15 - 17 feet Remarks:Sample Number: Boring Number: BHSP-SI3-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.301
0.351
0.401
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-SI3-30
Peat (PT)D
epth:15 - 17 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:11 M
ay 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.69960.00
13.89550.000
0.0000.000
0.0000.031
0.00560.7444
0.69400.75
13.78430.176
55.2682441.826
1.8020.063
0.02310.7269
0.67653.08
13.43680.609
64.734671.365
1.4670.125
0.05010.6999
0.64956.68
12.90050.701
46.210541.012
1.9060.250
0.10190.6481
0.597713.59
11.87170.850
2.455382.382
30.7520.500
0.17140.5786
0.528222.85
10.49140.983
0.848263.616
70.9961.000
0.26240.4876
0.437234.99
8.68410.794
0.870231.728
49.1020.250
0.23770.5123
0.461931.69
9.17460.000
0.0000.000
0.0000.063
0.21310.5369
0.486528.41
9.66320.000
0.0000.000
0.0000.250
0.22500.5250
0.474630.00
9.42690.940
0.526226.941
94.1740.500
0.24200.5080
0.457632.27
9.08921.065
0.728187.518
63.6901.000
0.26960.4804
0.430035.95
8.54111.025
0.474174.257
87.5582.000
0.33240.4176
0.367244.32
7.29382.017
1.22166.894
25.6784.000
0.40000.3500
0.299653.33
5.95133.002
1.61531.578
13.6338.000
0.44860.3014
0.251059.81
4.98604.620
2.47515.214
6.599Predicted value indicated w
ith *
2345
Consolidation T
est Results
Summ
ary
Index
1 0121314 67891011
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Sample Number: Sample Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 527.0000 Initial Void Ratio: 13.8976 Initial Height (in): 0.7500Plastic Limit: 215.0000 Plasticity Index (%): 312.0000 Initial Diameter (in): 2.5000Specific Gravity: 2.0020 Weight of Ring (g): 106.7200
Measured
76.0919.66
13.897696.168.38
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
Void RatioSaturation (%)
Dry Density (pcf)
41.1925.9018.39
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 203.60
120.2635.2022.48
668.714.9868
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:11 M
ay 2011T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-SI3-30
Peat (PT)D
epth:15 - 17 feet
Rem
arks:Sam
ple Type:
Undisturbed
Axial Strain
Void R
atio(%
)0
0.000013.8976
10.1067
13.88172
0.160013.8738
30.1867
13.86984
0.200013.8678
50.2000
13.86786
0.200013.8678
70.2000
13.86788
0.200013.8678
90.2000
13.867810
0.240013.8618
110.2267
13.863812
0.253313.8599
130.2667
13.857914
0.280013.8559
150.2933
13.853916
0.306713.8519
Tim
eD
isplacement
(in )00:00:00
0.00050.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)
00:00:030.0019
0.001400:00:04
0.00200.0015
00:00:010.0013
0.000800:00:02
0.00170.0012
00:00:120.0020
0.001500:00:15
0.00200.0015
00:00:050.0020
0.001500:00:06
0.00200.0015
00:02:000.0022
0.001700:04:01
0.00240.0019
00:00:300.0020
0.001500:01:00
0.00230.0018
00:10:010.0027
0.002200:15:01
0.00280.0023
00:05:010.0025
0.002000:08:01
0.00260.0021
0.0006
0.0016
0.0026
0.0036
0.0046
0.0056
0.0066
0.05.0
10.015.0
20.025.0
30.035.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.00180.0023
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 8 of 36
170.3200
13.849918
0.360013.8440
190.3867
13.840020
0.413313.8360
210.5333
13.818122
0.546713.8162
230.5733
13.812224
0.613313.8062
250.6400
13.802326
0.640013.8023
270.6400
13.802328
0.640013.8023
290.6667
13.798330
0.666713.7983
310.6667
13.798332
0.666713.7983
330.6800
13.796334
0.680013.7963
350.6800
13.796336
0.680013.7963
01:00:050.0034
0.002901:30:08
0.00360.0031
00:20:020.0029
0.002400:40:04
0.00320.0027
03:00:190.0048
0.004303:30:22
0.00510.0046
02:00:120.0045
0.004002:30:15
0.00460.0041
05:00:270.0053
0.004805:30:28
0.00530.0048
04:00:240.0053
0.004804:30:25
0.00530.0048
07:00:320.0055
0.005007:30:34
0.00550.0050
06:00:300.0055
0.005006:30:31
0.00550.0050
09:00:380.0056
0.005109:30:39
0.00560.0051
08:00:350.0056
0.005108:30:36
0.00560.0051
0.00180.00230.00280.00330.00380.00430.00480.00530.00580.00630.10
1.0010.00
100.001000.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 8 of 36
37 0.6800 13.796338 0.6933 13.794339 0.6933 13.794340 0.6933 13.794341 0.6933 13.794342 0.6933 13.794343 0.6933 13.794344 0.7067 13.792345 0.7067 13.792346 0.7067 13.792347 0.7067 13.792348 0.7067 13.792349 0.7200 13.790350 0.7200 13.790351 0.7200 13.790352 0.7200 13.790353 0.7200 13.790354 0.7200 13.790355 0.7200 13.790356 0.7200 13.790357 0.7333 13.788458 0.7467 13.786459 0.7467 13.7864
11:00:43 0.0057 0.005211:30:45 0.0057 0.0052
10:00:41 0.0056 0.005110:30:42 0.0057 0.0052
13:00:49 0.0057 0.005213:30:50 0.0058 0.0053
12:00:46 0.0057 0.005212:30:47 0.0057 0.0052
15:00:54 0.0058 0.005315:30:56 0.0058 0.0053
14:00:52 0.0058 0.005314:30:53 0.0058 0.0053
17:01:00 0.0059 0.005417:31:01 0.0059 0.0054
16:00:57 0.0059 0.005416:30:58 0.0059 0.0054
19:01:05 0.0059 0.005419:31:07 0.0059 0.0054
18:01:03 0.0059 0.005418:31:04 0.0059 0.0054
20:51:45 0.0061 0.0056
20:01:08 0.0060 0.005520:31:09 0.0061 0.0056
Page 9 of 36Page 9 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 0.7467 13.78641 0.6133 13.80622 0.8533 13.77053 0.8800 13.76654 0.8800 13.76655 1.1467 13.72686 1.1600 13.72487 1.3067 13.70298 1.3467 13.69709 1.4267 13.6851
10 1.4933 13.675111 1.5600 13.665212 1.6133 13.657313 1.6400 13.653314 1.6800 13.647315 1.6933 13.645316 1.7467 13.6374
Settlement(in)
Displacement
00:00:00 0.0061 0.0056
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time
00:00:03 0.0071 0.006600:00:04 0.0071 0.0066
00:00:01 0.0051 0.004600:00:02 0.0069 0.0064
00:00:12 0.0103 0.009800:00:15 0.0106 0.0101
00:00:05 0.0091 0.008600:00:06 0.0092 0.0087
00:02:00 0.0122 0.011700:04:00 0.0126 0.0121
00:00:30 0.0112 0.010700:01:00 0.0117 0.0112
00:10:00 0.0132 0.012700:15:01 0.0136 0.0131
00:05:00 0.0128 0.012300:08:00 0.0131 0.0126
0.0050
0.0100
0.0150
0.0200
0.0250
0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 36
17 1.7733 13.633418 1.8667 13.619519 1.9067 13.613620 1.9733 13.603621 2.0133 13.597722 2.0533 13.591723 2.0800 13.587724 2.1067 13.583825 2.1200 13.581826 2.2267 13.565927 2.2533 13.561928 2.2800 13.557929 2.3067 13.554030 2.3200 13.552031 2.3333 13.550032 2.3733 13.544033 2.4000 13.540134 2.4133 13.538135 2.4267 13.536136 2.4533 13.5321
01:00:03 0.0148 0.014301:30:04 0.0153 0.0148
00:20:01 0.0138 0.013300:40:02 0.0145 0.0140
03:00:08 0.0161 0.015603:30:09 0.0163 0.0158
02:00:05 0.0156 0.015102:30:07 0.0159 0.0154
05:00:14 0.0174 0.016905:30:15 0.0176 0.0171
04:00:11 0.0164 0.015904:30:12 0.0172 0.0167
07:00:19 0.0180 0.017507:30:20 0.0183 0.0178
06:00:16 0.0178 0.017306:30:18 0.0179 0.0174
09:00:25 0.0187 0.018209:30:26 0.0189 0.0184
08:00:22 0.0185 0.018008:30:23 0.0186 0.0181
0.00900.01100.01300.01500.01700.01900.02100.02300.0250
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 36
37 2.4533 13.532138 2.4667 13.530139 2.4667 13.530140 2.4800 13.528141 2.4800 13.528142 2.4933 13.526243 2.4933 13.526244 2.5067 13.524245 2.5067 13.524246 2.5200 13.522247 2.5333 13.520248 2.5333 13.520249 2.5467 13.518250 2.5467 13.518251 2.5467 13.518252 2.5600 13.516253 2.5600 13.516254 2.5600 13.516255 2.5733 13.514256 2.5733 13.514257 2.5733 13.514258 2.5867 13.512259 2.5867 13.512260 2.5867 13.512261 2.6000 13.510362 2.6000 13.510363 2.6000 13.510364 2.6133 13.508365 2.6267 13.506366 2.6533 13.502367 2.6533 13.502368 2.6533 13.502369 2 6533 13 5023
11:00:30 0.0190 0.018511:30:31 0.0191 0.0186
10:00:27 0.0189 0.018410:30:29 0.0190 0.0185
13:00:36 0.0192 0.018713:30:37 0.0193 0.0188
12:00:33 0.0191 0.018612:30:34 0.0192 0.0187
15:00:41 0.0195 0.019015:30:42 0.0195 0.0190
14:00:38 0.0193 0.018814:30:40 0.0194 0.0189
17:00:47 0.0196 0.019117:30:48 0.0197 0.0192
16:00:44 0.0196 0.019116:30:45 0.0196 0.0191
19:00:52 0.0198 0.019319:30:54 0.0198 0.0193
18:00:49 0.0197 0.019218:30:51 0.0197 0.0192
21:00:58 0.0199 0.019421:30:59 0.0199 0.0194
20:00:55 0.0198 0.019320:30:56 0.0199 0.0194
23:01:03 0.0200 0.019523:31:05 0.0201 0.0196
22:01:00 0.0200 0.019522:31:02 0.0200 0.0195
25:01:10 0.0204 0.019925:31:13 0.0204 0.0199
24:01:06 0.0202 0.019724:31:08 0.0204 0.0199
26:01:15 0 0204 0 0199
Page 11 of 36
69 2.6533 13.502370 2.6667 13.500371 2.6667 13.500372 2.6667 13.500373 2.6667 13.500374 2.6800 13.498375 2.6800 13.498376 2.6933 13.496477 2.6933 13.496478 2.6933 13.496479 2.6933 13.496480 2.7067 13.494481 2.7067 13.494482 2.7067 13.494483 2.7200 13.492484 2.7200 13.492485 2.7200 13.492486 2.7200 13.492487 2.7333 13.490488 2.7333 13.490489 2.7333 13.4904
27:01:19 0.0205 0.020027:31:22 0.0205 0.0200
26:01:15 0.0204 0.019926:31:17 0.0205 0.0200
29:01:29 0.0206 0.020129:31:31 0.0207 0.0202
28:01:24 0.0205 0.020028:31:26 0.0206 0.0201
31:01:37 0.0207 0.020231:31:39 0.0208 0.0203
30:01:33 0.0207 0.020230:31:35 0.0207 0.0202
33:01:46 0.0209 0.020433:31:48 0.0209 0.0204
32:01:41 0.0208 0.020332:31:44 0.0208 0.0203
35:01:55 0.0210 0.020535:31:57 0.0210 0.0205
34:01:50 0.0209 0.020434:31:53 0.0209 0.0204
36:02:00 0.0210 0.0205
Page 11 of 36
90 2.7333 13.490491 2.7467 13.488492 2.7467 13.488493 2.7467 13.488494 2.7467 13.488495 2.7467 13.488496 2.7467 13.488497 2.7467 13.488498 2.7600 13.486499 2.7600 13.4864100 2.7600 13.4864101 2.7600 13.4864102 2.7600 13.4864103 2.7600 13.4864104 2.7733 13.4844105 2.7733 13.4844106 2.7733 13.4844107 2.7733 13.4844108 2.7733 13.4844109 2.7733 13.4844110 2.7867 13.4825111 2.7867 13.4825112 2.7867 13.4825113 2.7867 13.4825114 2.7867 13.4825115 2.8000 13.4805116 2.8000 13.4805117 2.8000 13.4805118 2.8000 13.4805119 2.8000 13.4805120 2.8133 13.4785121 2.8133 13.4785122 2 8133 13 4785
37:02:04 0.0211 0.020637:32:06 0.0211 0.0206
36:32:02 0.0210 0.0205
39:02:13 0.0211 0.020639:32:16 0.0211 0.0206
38:02:09 0.0211 0.020638:32:11 0.0211 0.0206
41:02:22 0.0212 0.020741:32:25 0.0212 0.0207
40:02:18 0.0211 0.020640:32:20 0.0212 0.0207
43:02:32 0.0212 0.020743:32:34 0.0213 0.0208
42:02:27 0.0212 0.020742:32:29 0.0212 0.0207
45:02:41 0.0213 0.020845:32:43 0.0213 0.0208
44:02:36 0.0213 0.020844:32:38 0.0213 0.0208
47:02:50 0.0214 0.020947:32:52 0.0214 0.0209
46:02:45 0.0213 0.020846:32:48 0.0214 0.0209
49:02:59 0.0215 0.021049:33:01 0.0215 0.0210
48:02:54 0.0214 0.020948:32:57 0.0214 0.0209
51:03:08 0.0215 0.021051:33:10 0.0216 0.0211
50:03:03 0.0215 0.021050:33:06 0.0215 0.0210
52:03:13 0.0216 0.021152:33:15 0 0216 0 0211
Page 12 of 36
122 2.8133 13.4785123 2.8133 13.4785124 2.8267 13.4765125 2.8267 13.4765126 2.8267 13.4765127 2.8267 13.4765128 2.8267 13.4765129 2.8400 13.4745130 2.8400 13.4745131 2.8400 13.4745132 2.8400 13.4745133 2.8400 13.4745134 2.8400 13.4745135 2.8533 13.4725136 2.8533 13.4725137 2.8533 13.4725138 2.8533 13.4725139 2.8533 13.4725140 2.8533 13.4725141 2.8533 13.4725142 2.8533 13.4725
53:03:17 0.0216 0.021153:33:19 0.0217 0.0212
52:33:15 0.0216 0.0211
55:03:26 0.0217 0.021255:33:28 0.0217 0.0212
54:03:22 0.0217 0.021254:33:24 0.0217 0.0212
57:03:35 0.0218 0.021357:33:38 0.0218 0.0213
56:03:31 0.0218 0.021356:33:33 0.0218 0.0213
59:03:44 0.0219 0.021459:33:47 0.0219 0.0214
58:03:40 0.0218 0.021358:33:42 0.0218 0.0213
61:03:54 0.0219 0.021461:33:56 0.0219 0.0214
60:03:49 0.0219 0.021460:33:51 0.0219 0.0214
62:03:58 0.0219 0.021462:34:00 0.0219 0.0214
Page 12 of 36
143 2.8667 13.4705144 2.8667 13.4705145 2.8667 13.4705146 2.8667 13.4705147 2.8667 13.4705148 2.8667 13.4705149 2.8667 13.4705150 2.8667 13.4705151 2.8667 13.4705152 2.8667 13.4705153 2.8667 13.4705154 2.8667 13.4705155 2.8800 13.4685156 2.8800 13.4685157 2.8800 13.4685158 2.8800 13.4685159 2.8800 13.4685160 2.8800 13.4685161 2.8800 13.4685162 2.8800 13.4685163 2.8800 13.4685164 2.8933 13.4666165 2.8933 13.4666166 2.8933 13.4666167 2.9200 13.4626168 2.9333 13.4606169 2.9333 13.4606170 2.9333 13.4606171 2.9333 13.4606172 2.9467 13.4586173 2.9467 13.4586174 2.9467 13.4586175 2 9467 13 4586
63:04:03 0.0220 0.021563:34:05 0.0220 0.0215
65:04:12 0.0220 0.021565:34:14 0.0220 0.0215
64:04:07 0.0220 0.021564:34:10 0.0220 0.0215
67:04:21 0.0220 0.021567:34:23 0.0220 0.0215
66:04:16 0.0220 0.021566:34:19 0.0220 0.0215
69:04:30 0.0221 0.021669:34:32 0.0221 0.0216
68:04:25 0.0220 0.021568:34:28 0.0220 0.0215
71:04:39 0.0221 0.021671:34:41 0.0221 0.0216
70:04:35 0.0221 0.021670:34:37 0.0221 0.0216
73:04:48 0.0221 0.021673:34:50 0.0222 0.0217
72:04:44 0.0221 0.021672:34:46 0.0221 0.0216
75:04:57 0.0224 0.021975:35:00 0.0225 0.0220
74:04:53 0.0222 0.021774:34:55 0.0222 0.0217
77:05:07 0.0225 0.022077:35:09 0.0226 0.0221
76:05:02 0.0225 0.022076:35:04 0.0225 0.0220
79:05:16 0 0226 0 0221
78:05:11 0.0226 0.022178:35:13 0.0226 0.0221
Page 13 of 36
175 2.9467 13.4586176 2.9467 13.4586177 2.9467 13.4586178 2.9600 13.4566179 2.9600 13.4566180 2.9600 13.4566181 2.9600 13.4566182 2.9600 13.4566183 2.9600 13.4566184 2.9600 13.4566185 2.9600 13.4566186 2.9600 13.4566187 2.9600 13.4566188 2.9733 13.4546189 2.9733 13.4546190 2.9733 13.4546191 2.9733 13.4546192 2.9733 13.4546193 2.9733 13.4546194 2.9733 13.4546195 2.9733 13.4546
79:05:16 0.0226 0.022179:35:18 0.0226 0.0221
81:05:25 0.0227 0.022281:35:27 0.0227 0.0222
80:05:20 0.0226 0.022180:35:22 0.0227 0.0222
83:05:34 0.0227 0.022283:35:36 0.0227 0.0222
82:05:29 0.0227 0.022282:35:32 0.0227 0.0222
85:05:43 0.0227 0.022285:35:45 0.0228 0.0223
84:05:38 0.0227 0.022284:35:41 0.0227 0.0222
87:05:52 0.0228 0.022387:35:54 0.0228 0.0223
86:05:47 0.0228 0.022386:35:50 0.0228 0.0223
89:06:01 0.0228 0.0223
88:05:57 0.0228 0.022388:35:59 0.0228 0.0223
Page 13 of 36
196 2.9733 13.4546197 2.9733 13.4546198 2.9733 13.4546199 2.9733 13.4546200 2.9867 13.4527201 2.9867 13.4527202 2.9867 13.4527203 2.9867 13.4527204 2.9867 13.4527205 2.9867 13.4527206 2.9867 13.4527207 2.9867 13.4527208 3.0000 13.4507209 3.0000 13.4507210 3.0000 13.4507211 3.0667 13.4407212 3.0800 13.4388213 3.0800 13.4388214 3.0800 13.4388215 3.0800 13.4388216 3.0800 13.4388
89:36:03 0.0228 0.0223
91:06:10 0.0228 0.022391:36:13 0.0229 0.0224
90:06:06 0.0228 0.022390:36:08 0.0228 0.0223
93:06:19 0.0229 0.022493:36:22 0.0229 0.0224
92:06:15 0.0229 0.022492:36:17 0.0229 0.0224
95:06:29 0.0229 0.022495:36:31 0.0230 0.0225
94:06:24 0.0229 0.022494:36:26 0.0229 0.0224
97:06:36 0.0235 0.023097:36:37 0.0236 0.0231
96:06:33 0.0230 0.022596:36:35 0.0230 0.0225
99:06:36 0.0236 0.023199:35:22 0.0236 0.0231
98:06:37 0.0236 0.023198:36:36 0.0236 0.0231
Page 14 of 36Page 14 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 3.0800 13.43881 3.4000 13.39112 3.5200 13.37323 3.6133 13.35934 3.6933 13.34745 3.7467 13.33946 3.8000 13.33157 4.0400 13.29578 4.1067 13.28589 4.2667 13.2620
10 4.4267 13.238111 4.5600 13.218312 4.6933 13.198413 4.7333 13.192414 4.8400 13.176615 4.8933 13.168616 4.9867 13.1547
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement
00:00:02 0.0269 0.026400:00:03 0.0276 0.0271
(in)Settlement
(in)00:00:00 0.0236 0.023100:00:01 0.0260 0.0255
00:00:06 0.0290 0.028500:00:12 0.0308 0.0303
00:00:04 0.0282 0.027700:00:05 0.0286 0.0281
00:01:00 0.0337 0.033200:02:00 0.0347 0.0342
00:00:15 0.0313 0.030800:00:30 0.0325 0.0320
00:07:59 0.0368 0.036300:09:59 0.0372 0.0367
00:04:00 0.0357 0.035200:05:00 0.0360 0.0355
00:14:59 0.0379 0.0374
0.0258
0.0308
0.0358
0.0408
0.0458
0.0508
0.05580.0 10.0 20.0 30.0 40.0 50.0 60.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 36
17 5.0533 13.144818 5.2133 13.120919 5.3200 13.105020 5.4267 13.089221 5.5200 13.075322 5.5867 13.065323 5.6533 13.055424 5.6933 13.049425 5.7467 13.041526 5.8000 13.033527 5.8400 13.027628 5.8533 13.025629 5.8800 13.021630 5.9067 13.017631 5.9333 13.013732 5.9467 13.011733 5.9600 13.009734 5.9733 13.007735 6.0000 13.003736 6.0133 13.0018
00:39:59 0.0396 0.039100:59:59 0.0404 0.0399
00:19:59 0.0384 0.0379
02:29:58 0.0424 0.041902:59:58 0.0429 0.0424
01:29:59 0.0412 0.040701:59:58 0.0419 0.0414
04:29:59 0.0440 0.043505:00:01 0.0443 0.0438
03:29:57 0.0432 0.042703:59:57 0.0436 0.0431
06:30:08 0.0448 0.044307:00:10 0.0450 0.0445
05:30:03 0.0444 0.043906:00:06 0.0446 0.0441
08:30:17 0.0453 0.044809:00:19 0.0455 0.0450
07:30:12 0.0451 0.044608:00:15 0.0452 0.0447
09:30:21 0.0456 0.0451
0.0288
0.0338
0.0388
0.0438
0.0488
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 15 of 36
37 6.0267 12.999838 6.0400 12.997839 6.0533 12.995840 6.0667 12.993841 6.0800 12.991842 6.0933 12.989843 6.1067 12.987944 6.1200 12.985945 6.1333 12.983946 6.1467 12.981947 6.1600 12.979948 6.1733 12.977949 6.1733 12.977950 6.1867 12.975951 6.2000 12.973952 6.2133 12.972053 6.2267 12.970054 6.2400 12.968055 6.2533 12.966056 6.2533 12.966057 6.2667 12.964058 6.2800 12.962059 6.2800 12.962060 6.2800 12.962061 6.2933 12.960062 6.2933 12.960063 6.3067 12.958164 6.3200 12.956165 6.3200 12.956166 6.3333 12.954167 6.3333 12.954168 6.4000 12.944269 6 4133 12 9422
10:30:26 0.0458 0.045311:00:28 0.0459 0.0454
10:00:24 0.0457 0.0452
12:30:35 0.0462 0.045713:00:37 0.0463 0.0458
11:30:30 0.0460 0.045512:00:33 0.0461 0.0456
14:30:44 0.0466 0.046115:00:46 0.0467 0.0462
13:30:40 0.0464 0.045914:00:42 0.0465 0.0460
16:30:53 0.0469 0.046417:00:55 0.0470 0.0465
15:30:49 0.0468 0.046316:00:51 0.0468 0.0463
18:31:02 0.0473 0.046819:01:04 0.0474 0.0469
17:30:58 0.0471 0.046618:01:00 0.0472 0.0467
20:31:11 0.0476 0.047121:01:14 0.0476 0.0471
19:31:07 0.0474 0.046920:01:09 0.0475 0.0470
22:31:21 0.0477 0.047223:01:23 0.0478 0.0473
21:31:16 0.0476 0.047122:01:18 0.0477 0.0472
24:31:30 0.0480 0.047525:01:32 0.0480 0.0475
23:31:25 0.0479 0.047424:01:27 0.0479 0.0474
25:31:34 0.0485 0.048026:01:36 0 0486 0 0481
Page 16 of 36
69 6.4133 12.942270 6.4267 12.940271 6.4400 12.938272 6.4533 12.936273 6.4533 12.936274 6.4800 12.932275 6.4800 12.932276 6.4933 12.930277 6.4933 12.930278 6.4933 12.930279 6.5067 12.928380 6.5067 12.928381 6.5200 12.926382 6.5200 12.926383 6.5333 12.924384 6.5333 12.924385 6.5467 12.922386 6.5467 12.922387 6.5600 12.920388 6.5600 12.920389 6.5600 12.9203
26:31:39 0.0487 0.048227:01:41 0.0488 0.0483
26:01:36 0.0486 0.0481
28:31:48 0.0491 0.048629:01:50 0.0491 0.0486
27:31:43 0.0489 0.048428:01:46 0.0489 0.0484
30:31:57 0.0492 0.048731:01:59 0.0493 0.0488
29:31:52 0.0492 0.048730:01:55 0.0492 0.0487
32:32:06 0.0494 0.048933:02:08 0.0495 0.0490
31:32:01 0.0493 0.048832:02:04 0.0494 0.0489
34:32:15 0.0496 0.049135:02:17 0.0497 0.0492
33:32:10 0.0495 0.049034:02:13 0.0496 0.0491
35:32:20 0.0497 0.049236:02:22 0.0497 0.0492
Page 16 of 36
90 6.5733 12.918391 6.5867 12.916392 6.5867 12.916393 6.5867 12.916394 6.5867 12.916395 6.6000 12.914496 6.6000 12.914497 6.6000 12.914498 6.6000 12.914499 6.6133 12.9124100 6.6133 12.9124101 6.6267 12.9104102 6.6267 12.9104103 6.6267 12.9104104 6.6400 12.9084105 6.6400 12.9084106 6.6533 12.9064107 6.6533 12.9064108 6.6667 12.9044109 6.6800 12.9024110 6.6800 12.9024111 6.6800 12.9024112 6.6800 12.9024113 6.6800 12.9024114 6.6800 12.9024115 6.6800 12.9024
36:32:24 0.0498 0.049337:02:26 0.0499 0.0494
38:32:33 0.0499 0.049439:02:36 0.0500 0.0495
37:32:29 0.0499 0.049438:02:31 0.0499 0.0494
40:32:42 0.0500 0.049541:02:45 0.0501 0.0496
39:32:38 0.0500 0.049540:02:40 0.0500 0.0495
42:32:52 0.0502 0.049743:02:54 0.0502 0.0497
41:32:47 0.0501 0.049642:02:49 0.0502 0.0497
44:33:01 0.0504 0.049945:03:03 0.0504 0.0499
43:32:56 0.0503 0.049844:02:58 0.0503 0.0498
46:33:06 0.0506 0.050147:03:02 0.0506 0.0501
45:33:05 0.0505 0.050046:03:08 0.0506 0.0501
48:32:48 0.0506 0.050149:02:44 0.0506 0.0501
47:32:57 0.0506 0.050148:02:53 0.0506 0.0501
Page 17 of 36Page 17 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 6.6800 12.90241 7.0667 12.84482 7.4000 12.79523 7.5867 12.76744 7.7467 12.74355 7.8800 12.72376 7.9867 12.70787 8.4400 12.64028 8.6000 12.61649 9.0800 12.5449
10 9.5467 12.475411 9.9733 12.411812 10.3867 12.350213 10.5067 12.332414 10.9067 12.272815 11.0400 12.252916 11.2667 12.2191
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:01 0.0535 0.053000:00:02 0.0560 0.0555
(in)Settlement
(in)00:00:00 0.0506 0.0501
00:00:05 0.0596 0.059100:00:06 0.0604 0.0599
00:00:03 0.0574 0.056900:00:04 0.0586 0.0581
00:00:30 0.0686 0.068100:01:00 0.0721 0.0716
00:00:12 0.0638 0.063300:00:15 0.0650 0.0645
00:05:00 0.0793 0.078800:08:00 0.0823 0.0818
00:02:00 0.0753 0.074800:04:00 0.0784 0.0779
00:10:00 0.0833 0.082800:15:01 0.0850 0.0845
0.0534
0.0634
0.0734
0.0834
0.0934
0.1034
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 36
17 11.4267 12.195318 11.7867 12.141719 12.0000 12.109920 12.2000 12.080121 12.3467 12.058222 12.4667 12.040423 12.5467 12.028424 12.6267 12.016525 12.6933 12.006626 12.7467 11.998727 12.8000 11.990728 12.8533 11.982829 12.8933 11.976830 12.9333 11.970831 12.9600 11.966932 13.0133 11.958933 13.0400 11.955034 13.0667 11.951035 13.1067 11.945036 13.1333 11.9410
00:20:01 0.0862 0.085700:40:03 0.0889 0.0884
02:00:09 0.0931 0.092602:30:11 0.0940 0.0935
01:00:04 0.0905 0.090001:30:06 0.0920 0.0915
04:00:18 0.0957 0.095204:30:20 0.0961 0.0956
03:00:13 0.0946 0.094103:30:16 0.0952 0.0947
06:00:27 0.0972 0.096706:30:29 0.0975 0.0970
05:00:22 0.0965 0.096005:30:25 0.0969 0.0964
08:00:36 0.0983 0.097808:30:39 0.0985 0.0980
07:00:32 0.0977 0.097207:30:34 0.0981 0.0976
09:00:41 0.0988 0.098309:30:43 0.0990 0.0985
0.06020.06520.07020.07520.08020.08520.09020.09520.10020.1052
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 18 of 36
37 13.1600 11.937138 13.1733 11.935139 13.2000 11.931140 13.2267 11.927141 13.2400 11.925242 13.2667 11.921243 13.2800 11.919244 13.3067 11.915245 13.3200 11.913246 13.3467 11.909347 13.3600 11.907348 13.3733 11.905349 13.3867 11.903350 13.4000 11.901351 13.4267 11.897352 13.4400 11.895453 13.4533 11.893454 13.4800 11.889455 13.4933 11.887456 13.4933 11.887457 13.5067 11.885458 13.5333 11.881559 13.5467 11.879560 13.5600 11.877561 13.5733 11.875562 13.5867 11.8735
10:00:45 0.0992 0.098710:30:48 0.0993 0.0988
12:00:55 0.0998 0.099312:30:57 0.1000 0.0995
11:00:50 0.0995 0.099011:30:52 0.0997 0.0992
14:01:04 0.1004 0.099914:31:06 0.1006 0.1001
13:00:59 0.1001 0.099613:31:01 0.1003 0.0998
16:01:13 0.1009 0.100416:31:15 0.1010 0.1005
15:01:08 0.1007 0.100215:31:10 0.1008 0.1003
18:01:22 0.1014 0.100918:31:24 0.1016 0.1011
17:01:17 0.1012 0.100717:31:20 0.1013 0.1008
20:01:31 0.1018 0.101320:31:33 0.1020 0.1015
19:01:27 0.1017 0.101219:31:29 0.1017 0.1012
22:01:40 0.1023 0.101822:28:49 0.1024 0.1019
21:01:36 0.1021 0.101621:31:38 0.1022 0.1017
Page 19 of 36Page 19 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 13.5867 11.87351 14.0533 11.80402 14.4667 11.74243 14.7333 11.70274 14.9467 11.67095 15.1333 11.64316 15.2933 11.61937 16.0000 11.51408 16.2667 11.47439 17.3200 11.3173
10 18.2533 11.178311 19.0933 11.053212 19.8267 10.943913 20.0400 10.912114 20.4533 10.850515 20.6400 10.822716 20.9600 10.7751
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)SettlementDisplacement
(in)00:00:00 0.1024 0.101900:00:01 0.1059 0.105400:00:02 0.1090 0.108500:00:03 0.1110 0.110500:00:04 0.1126 0.112100:00:05 0.1140 0.113500:00:06 0.1152 0.114700:00:12 0.1205 0.120000:00:15 0.1225 0.122000:00:30 0.1304 0.129900:01:00 0.1374 0.136900:02:01 0.1437 0.143200:04:01 0.1492 0.148700:05:01 0.1508 0.150300:08:01 0.1539 0.153400:10:01 0.1553 0.154800:15:01 0.1577 0.1572
0.10300.11300.12300.13300.14300.15300.16300.17300.1830
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 36
17 21.1867 10.741318 21.6933 10.665819 22.0933 10.606220 22.3733 10.564521 22.5600 10.536722 22.7067 10.514923 22.8133 10.499024 22.8533 10.4930
Tested By: Checked By:
00:20:02 0.1594 0.158900:40:03 0.1632 0.162701:00:05 0.1662 0.165701:30:07 0.1683 0.167802:00:09 0.1697 0.1692
03:11:18 0.1719 0.1714
02:30:12 0.1708 0.170303:00:14 0.1716 0.1711
0.1150
0.1250
0.1350
0.1450
0.1550
0.1650
0.1750
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 22.8533 10.49301 22.8667 10.49102 22.8667 10.49103 22.8667 10.49104 22.8667 10.49105 22.8667 10.49106 22.8400 10.49507 24.5867 10.23488 25.0533 10.16539 26.4267 9.9607
10 27.8800 9.744111 29.2800 9.535612 30.4533 9.360813 30.7733 9.313114 31.3600 9.225715 31.6000 9.190016 32.0000 9.1304
Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
00:00:00 0.1719 0.171400:00:01 0.1720 0.1715
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)
00:00:04 0.1720 0.171500:00:05 0.1720 0.1715
00:00:02 0.1720 0.171500:00:03 0.1720 0.1715
00:00:15 0.1884 0.187900:00:30 0.1987 0.1982
00:00:06 0.1718 0.171300:00:12 0.1849 0.1844
00:04:00 0.2289 0.228400:05:00 0.2313 0.2308
00:01:00 0.2096 0.209100:02:00 0.2201 0.2196
00:15:01 0.2405 0.2400
00:08:00 0.2357 0.235200:10:00 0.2375 0.2370
0.1520
0.1720
0.1920
0.2120
0.2320
0.2520
0.2720
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 36
17 32.2533 9.092618 32.8133 9.009219 33.1200 8.963520 33.4000 8.921821 33.5867 8.894022 33.7467 8.870223 33.8667 8.852324 33.9600 8.838425 34.0400 8.826526 34.1200 8.814527 34.1867 8.804628 34.2400 8.796729 34.2933 8.788730 34.3467 8.780831 34.3867 8.774832 34.4267 8.768933 34.4667 8.762934 34.5067 8.756935 34.5333 8.753036 34.5600 8.7490
00:20:01 0.2424 0.2419
01:30:07 0.2510 0.250502:00:09 0.2524 0.2519
00:40:03 0.2466 0.246101:00:04 0.2489 0.2484
03:30:16 0.2552 0.254704:00:18 0.2558 0.2553
02:30:11 0.2536 0.253103:00:14 0.2545 0.2540
05:30:25 0.2573 0.256806:00:27 0.2577 0.2572
04:30:20 0.2564 0.255905:00:23 0.2569 0.2564
07:30:34 0.2587 0.258208:00:36 0.2590 0.2585
06:30:30 0.2581 0.257607:00:32 0.2584 0.2579
09:30:43 0.2597 0.2592
08:30:39 0.2593 0.258809:00:41 0.2595 0.2590
0.1716
0.1916
0.2116
0.2316
0.2516
0.27160.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 21 of 36
37 34.6000 8.743038 34.6267 8.739139 34.6533 8.735140 34.6800 8.731141 34.7067 8.727142 34.7200 8.725243 34.7467 8.721244 34.7733 8.717245 34.7867 8.715246 34.8133 8.711247 34.8267 8.709348 34.9600 8.689449 34.9867 8.6854
10:00:46 0.2600 0.2595
11:30:53 0.2606 0.260112:00:55 0.2608 0.2603
10:30:48 0.2602 0.259711:00:50 0.2604 0.2599
13:31:02 0.2613 0.260814:01:04 0.2614 0.2609
12:30:57 0.2609 0.260413:00:59 0.2611 0.2606
15:31:11 0.2627 0.262215:36:52 0.2629 0.2624
14:31:06 0.2616 0.261115:01:09 0.2617 0.2612
Page 22 of 36Page 22 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 34.9867 8.68541 34.8000 8.71322 34.7200 8.72523 34.5200 8.75494 34.4400 8.76695 34.3733 8.77686 34.3067 8.78677 34.0400 8.82658 33.9467 8.84049 33.6133 8.8900
10 33.3067 8.935711 33.0267 8.977412 32.8267 9.007213 32.7867 9.013214 32.6667 9.031015 32.6133 9.039016 32.5333 9.0509
Displacement(in) (in)
00:00:00 0.2629 0.2624
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime
00:00:03 0.2594 0.258900:00:04 0.2588 0.2583
00:00:01 0.2615 0.261000:00:02 0.2609 0.2604
00:00:12 0.2558 0.255300:00:15 0.2551 0.2546
00:00:05 0.2583 0.257800:00:06 0.2578 0.2573
00:02:00 0.2482 0.247700:04:01 0.2467 0.2462
00:00:30 0.2526 0.252100:01:00 0.2503 0.2498
00:10:01 0.2451 0.244600:15:01 0.2445 0.2440
00:05:01 0.2464 0.245900:08:01 0.2455 0.2450
0.2380
0.2430
0.2480
0.2530
0.2580
0.2630
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 23 of 36
16 32.5333 9.050917 32.4667 9.060818 32.3200 9.082719 32.2400 9.094620 32.1600 9.106521 32.0933 9.116522 32.0533 9.122423 32.0133 9.128424 31.9867 9.132425 31.9600 9.136326 31.9467 9.138327 31.9200 9.142328 31.9067 9.144329 31.8933 9.146330 31.8800 9.148231 31.8667 9.150232 31.8400 9.154233 31.8267 9.156234 31.8267 9.156235 31.8133 9.158236 31.8000 9.1602
00:15:01 0.2445 0.2440
01:00:05 0.2423 0.241801:30:07 0.2417 0.2412
00:20:02 0.2440 0.243500:40:03 0.2429 0.2424
03:00:14 0.2406 0.240103:30:16 0.2404 0.2399
02:00:09 0.2412 0.240702:30:12 0.2409 0.2404
05:00:23 0.2399 0.239405:30:25 0.2398 0.2393
04:00:18 0.2402 0.239704:30:21 0.2401 0.2396
07:00:32 0.2395 0.239007:30:34 0.2393 0.2388
06:00:28 0.2397 0.239206:30:30 0.2396 0.2391
09:00:41 0.2391 0.238609:30:43 0.2390 0.2385
08:00:37 0.2392 0.238708:30:39 0.2392 0.2387
0.2380
0.2430
0.2480
0.2530
0.2580
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load7Log
Page 23 of 36
37 31.8000 9.160238 31.7867 9.162139 31.7867 9.162140 31.7733 9.164141 31.7733 9.164142 31.7733 9.164143 31.7600 9.166144 31.7600 9.166145 31.7467 9.168146 31.7467 9.168147 31.7467 9.168148 31.7467 9.168149 31.7333 9.170150 31.7333 9.170151 31.7333 9.170152 31.7333 9.170153 31.7333 9.170154 31.7333 9.170155 31.7200 9.172156 31.7200 9.172157 31.7200 9.172158 31.7200 9.172159 31.7200 9.172160 31.7200 9.172161 31.7067 9.174162 31.7067 9.174163 31.7067 9.174164 31.7067 9.174165 31.7067 9.174166 31.7067 9.174167 31.6933 9.176168 31.6933 9.176169 31 6933 9 1761
11:00:50 0.2389 0.238411:30:52 0.2388 0.2383
10:00:46 0.2390 0.238510:30:48 0.2389 0.2384
13:00:59 0.2387 0.238213:31:02 0.2387 0.2382
12:00:55 0.2388 0.238312:30:57 0.2388 0.2383
15:01:08 0.2386 0.238115:31:11 0.2386 0.2381
14:01:04 0.2386 0.238114:31:06 0.2386 0.2381
17:01:18 0.2385 0.238017:31:20 0.2385 0.2380
16:01:13 0.2385 0.238016:31:15 0.2385 0.2380
19:01:27 0.2384 0.237919:31:29 0.2384 0.2379
18:01:22 0.2385 0.238018:31:24 0.2385 0.2380
21:01:36 0.2384 0.237921:31:38 0.2384 0.2379
20:01:31 0.2384 0.237920:31:34 0.2384 0.2379
23:01:45 0.2383 0.237823:31:47 0.2383 0.2378
22:01:40 0.2383 0.237822:31:43 0.2383 0.2378
25:01:54 0.2382 0.237725:31:56 0.2382 0.2377
24:01:49 0.2383 0.237824:31:52 0.2383 0.2378
26:01:59 0 2382 0 2377
Page 24 of 36
69 31.6933 9.176170 31.6933 9.176171 31.6933 9.176126:36:58 0.2382 0.2377
26:01:59 0.2382 0.237726:32:01 0.2382 0.2377
Page 24 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 31.6933 9.17611 31.5733 9.19392 31.5200 9.20193 31.4800 9.20784 31.4400 9.21385 31.4133 9.21786 31.3867 9.22177 31.2667 9.23968 31.2133 9.24769 31.0400 9.2734
10 30.8267 9.305211 30.6267 9.335012 30.4267 9.364813 30.3733 9.372714 30.2533 9.390615 30.2000 9.398516 30.0933 9.4144
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.2373 0.2368
(in)Index Time (in)00:00:00 0.2382 0.2377
00:00:04 0.2363 0.235800:00:05 0.2361 0.2356
00:00:02 0.2369 0.236400:00:03 0.2366 0.2361
00:00:15 0.2346 0.234100:00:30 0.2333 0.2328
00:00:06 0.2359 0.235400:00:12 0.2350 0.2345
00:04:00 0.2287 0.228200:05:00 0.2283 0.2278
00:01:00 0.2317 0.231200:02:00 0.2302 0.2297
00:15:01 0.2262 0.2257
00:08:00 0.2274 0.226900:10:00 0.2270 0.2265
0.2135
0.2185
0.2235
0.2285
0.2335
0.2385
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 25 of 36
16 30.0933 9.414417 30.0133 9.426318 29.8133 9.456119 29.6933 9.474020 29.5467 9.495921 29.4533 9.509822 29.3600 9.523723 29.2933 9.533624 29.2400 9.541525 29.1733 9.551526 29.1333 9.557427 29.0933 9.563428 29.0533 9.569429 29.0133 9.575330 28.9867 9.579331 28.9467 9.585232 28.9200 9.589233 28.8933 9.593234 28.8667 9.597235 28.8533 9.599136 28.8267 9.6031
00:15:01 0.2262 0.225700:20:01 0.2256 0.2251
01:30:07 0.2221 0.221602:00:09 0.2214 0.2209
00:40:03 0.2241 0.223601:00:04 0.2232 0.2227
03:30:16 0.2198 0.219304:00:18 0.2193 0.2188
02:30:11 0.2207 0.220203:00:13 0.2202 0.2197
05:30:25 0.2184 0.217906:00:27 0.2181 0.2176
04:30:20 0.2190 0.218505:00:22 0.2187 0.2182
07:30:34 0.2174 0.216908:00:36 0.2172 0.2167
06:30:29 0.2179 0.217407:00:32 0.2176 0.2171
09:30:43 0.2167 0.2162
08:30:38 0.2170 0.216509:00:41 0.2169 0.2164
0.2135
0.2185
0.2235
0.2285
0.2335
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log
Page 25 of 36
37 28.8000 9.607138 28.7867 9.609139 28.7600 9.613040 28.7467 9.615041 28.7333 9.617042 28.7067 9.621043 28.6933 9.623044 28.6800 9.625045 28.6667 9.627046 28.6400 9.630947 28.6400 9.630948 28.6267 9.632949 28.6133 9.634950 28.6000 9.636951 28.5867 9.638952 28.5733 9.640953 28.5600 9.642854 28.5467 9.644855 28.5467 9.644856 28.5333 9.646857 28.5200 9.648858 28.5200 9.648859 28.5067 9.650860 28.4933 9.652861 28.4933 9.652862 28.4800 9.654863 28.4667 9.656764 28.4667 9.656765 28.4533 9.658766 28.4400 9.660767 28.4400 9.660768 28.4267 9.662769 28 4267 9 6627
10:00:45 0.2165 0.2160
11:30:52 0.2161 0.215612:00:55 0.2160 0.2155
10:30:48 0.2164 0.215911:00:50 0.2162 0.2157
13:31:01 0.2156 0.215114:01:04 0.2155 0.2150
12:30:57 0.2158 0.215313:00:59 0.2157 0.2152
15:31:10 0.2152 0.214716:01:13 0.2151 0.2146
14:31:06 0.2153 0.214815:01:08 0.2153 0.2148
17:31:20 0.2148 0.214318:01:22 0.2147 0.2142
16:31:15 0.2150 0.214517:01:17 0.2149 0.2144
19:31:29 0.2145 0.214020:01:31 0.2144 0.2139
18:31:24 0.2146 0.214119:01:26 0.2146 0.2141
21:31:38 0.2142 0.213722:01:40 0.2142 0.2137
20:31:33 0.2144 0.213921:01:35 0.2143 0.2138
23:31:47 0.2140 0.213524:01:49 0.2139 0.2134
22:31:42 0.2141 0.213623:01:45 0.2140 0.2135
25:31:56 0.2137 0.213226:01:58 0 2137 0 2132
24:31:51 0.2138 0.213325:01:54 0.2138 0.2133
Page 26 of 36
69 28.4267 9.662770 28.4133 9.664771 28.4133 9.664772 28.4133 9.664773 28.4133 9.6647
26:01:58 0.2137 0.2132
27:32:05 0.2136 0.213127:32:47 0.2136 0.2131
26:32:01 0.2136 0.213127:02:03 0.2136 0.2131
Page 26 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 28.4133 9.66471 28.4933 9.65282 28.6267 9.63293 28.6800 9.62504 28.7200 9.61905 28.7467 9.61506 28.7867 9.60917 28.9200 9.58928 28.9733 9.58139 29.1600 9.5535
10 29.3333 9.527611 29.4667 9.507812 29.5333 9.497813 29.5600 9.493914 29.6000 9.487915 29.6133 9.485916 29.6400 9.4820
Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
00:00:00 0.2136 0.213100:00:01 0.2142 0.2137
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)
00:00:04 0.2159 0.215400:00:05 0.2161 0.2156
00:00:02 0.2152 0.214700:00:03 0.2156 0.2151
00:00:15 0.2178 0.217300:00:30 0.2192 0.2187
00:00:06 0.2164 0.215900:00:12 0.2174 0.2169
00:04:00 0.2220 0.221500:05:00 0.2222 0.2217
00:01:00 0.2205 0.220000:02:00 0.2215 0.2210
00:15:01 0.2228 0.2223
00:08:00 0.2225 0.222000:10:01 0.2226 0.2221
0.2140
0.2160
0.2180
0.2200
0.2220
0.2240
0.2260
0.22800.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 36
16 29.6400 9.482017 29.6667 9.478018 29.7200 9.470019 29.7600 9.464120 29.8000 9.458121 29.8133 9.456122 29.8267 9.454123 29.8533 9.450224 29.8667 9.448225 29.8800 9.446226 29.8933 9.444227 29.8933 9.444228 29.9067 9.442229 29.9200 9.440230 29.9200 9.440231 29.9200 9.440232 29.9333 9.438333 29.9333 9.438334 29.9467 9.436335 29.9467 9.436336 29.9467 9.4363
00:15:01 0.2228 0.222300:20:01 0.2230 0.2225
01:30:07 0.2240 0.223502:00:09 0.2241 0.2236
00:40:03 0.2234 0.222901:00:04 0.2237 0.2232
03:30:16 0.2245 0.224004:00:18 0.2246 0.2241
02:30:11 0.2242 0.223703:00:14 0.2244 0.2239
05:30:25 0.2248 0.224306:00:27 0.2249 0.2244
04:30:20 0.2247 0.224205:00:23 0.2247 0.2242
07:30:34 0.2250 0.224508:00:36 0.2250 0.2245
06:30:29 0.2249 0.224407:00:32 0.2249 0.2244
09:30:43 0.2251 0.2246
08:30:38 0.2251 0.224609:00:41 0.2251 0.2246
0.2162
0.2182
0.2202
0.2222
0.2242
0.2262
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 27 of 36
37 29.9600 9.434338 29.9600 9.434339 29.9600 9.434340 29.9733 9.432341 29.9733 9.432342 29.9733 9.432343 29.9733 9.432344 29.9867 9.430345 29.9867 9.430346 29.9867 9.430347 29.9867 9.430348 29.9867 9.430349 29.9867 9.430350 30.0000 9.428351 30.0000 9.428352 30.0000 9.428353 30.0000 9.4283
10:00:45 0.2252 0.2247
11:30:52 0.2253 0.224812:00:55 0.2253 0.2248
10:30:48 0.2252 0.224711:00:50 0.2252 0.2247
13:31:01 0.2254 0.224914:01:04 0.2254 0.2249
12:30:57 0.2253 0.224813:00:59 0.2253 0.2248
15:31:11 0.2254 0.224916:01:13 0.2254 0.2249
14:31:06 0.2254 0.224915:01:08 0.2254 0.2249
17:31:20 0.2255 0.225017:51:53 0.2255 0.2250
16:31:15 0.2255 0.225017:01:17 0.2255 0.2250
Page 28 of 36Page 28 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 30.0000 9.42831 30.2267 9.39462 30.3200 9.38063 30.3733 9.37274 30.4267 9.36485 30.4667 9.35886 30.5067 9.35287 30.6667 9.32908 30.7333 9.31919 30.9600 9.2853
10 31.2000 9.249511 31.4000 9.219812 31.5333 9.199913 31.5733 9.193914 31.6667 9.180015 31.7200 9.172116 31.7867 9.1621
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
00:00:01
Displacement(in)
Settlement(in)
0.2272 0.226700:00:00 0.2255 0.2250
00:00:04 0.2287 0.228200:00:05 0.2290 0.2285
00:00:02 0.2279 0.227400:00:03 0.2283 0.2278
00:00:15 0.2310 0.230500:00:30 0.2327 0.2322
00:00:06 0.2293 0.228800:00:12 0.2305 0.2300
00:04:00 0.2370 0.236500:05:00 0.2373 0.2368
00:01:00 0.2345 0.234000:02:00 0.2360 0.2355
00:15:01 0.2389 0.2384
00:08:00 0.2380 0.237500:10:00 0.2384 0.2379
0.22700.22900.23100.23300.23500.23700.23900.24100.2430
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 36
16 31.7867 9.162117 31.8267 9.156218 31.9200 9.142319 31.9733 9.134320 32.0267 9.126421 32.0667 9.120422 32.0933 9.116523 32.1200 9.112524 32.1467 9.108525 32.1600 9.106526 32.1733 9.104527 32.2000 9.100628 32.2133 9.098629 32.2267 9.096630 32.2400 9.094631 32.2533 9.092632 32.2533 9.092633 32.2667 9.0906
00:15:01 0.2389 0.238400:20:01 0.2392 0.2387
01:30:06 0.2407 0.240202:00:09 0.2410 0.2405
00:40:03 0.2399 0.239401:00:04 0.2403 0.2398
03:30:16 0.2416 0.241104:00:18 0.2417 0.2412
02:30:11 0.2412 0.240703:00:13 0.2414 0.2409
05:30:25 0.2421 0.241606:00:27 0.2422 0.2417
04:30:20 0.2418 0.241305:00:22 0.2420 0.2415
07:30:34 0.2424 0.241907:52:03 0.2425 0.2420
06:30:29 0.2423 0.241807:00:32 0.2424 0.2419
0.2292
0.2312
0.2332
0.2352
0.2372
0.2392
0.2412
0.2432
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 32.2667 9.09061 32.4667 9.06082 32.6267 9.03703 32.7067 9.02514 32.7867 9.01325 32.8533 9.00326 32.9067 8.99537 33.1600 8.95768 33.2533 8.94379 33.5733 8.8960
10 33.9200 8.844311 34.2000 8.802612 34.4267 8.768913 34.4933 8.758914 34.6133 8.741015 34.6800 8.731116 34.7733 8.7172
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 1.000 tsf
TimeIndex
00:00:00 0.2425 0.242000:00:01 0.2440 0.2435
(in) (in)
00:00:04 0.2464 0.245900:00:05 0.2469 0.2464
00:00:02 0.2452 0.244700:00:03 0.2458 0.2453
00:00:15 0.2499 0.249400:00:30 0.2523 0.2518
00:00:06 0.2473 0.246800:00:12 0.2492 0.2487
00:04:00 0.2587 0.258200:05:00 0.2592 0.2587
00:01:00 0.2549 0.254400:02:00 0.2570 0.2565
00:15:01 0.2613 0.2608
00:08:01 0.2601 0.259600:10:01 0.2606 0.2601
0.2432
0.2482
0.2532
0.2582
0.2632
0.2682
0.2732
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 30 of 36
16 34.7733 8.717217 34.8400 8.707318 35.0267 8.679519 35.1333 8.663620 35.2400 8.647721 35.3200 8.635822 35.3733 8.627823 35.4267 8.619924 35.4667 8.613925 35.5200 8.606026 35.5600 8.600027 35.5867 8.596028 35.6133 8.592129 35.6400 8.588130 35.6667 8.584131 35.6800 8.582132 35.7067 8.578233 35.7333 8.574234 35.7467 8.572235 35.7733 8.568236 35.7867 8.5662
00:15:01 0.2613 0.260800:20:02 0.2618 0.2613
01:30:07 0.2648 0.264302:00:09 0.2654 0.2649
00:40:03 0.2632 0.262701:00:05 0.2640 0.2635
03:30:16 0.2665 0.266004:00:18 0.2669 0.2664
02:30:11 0.2658 0.265303:00:14 0.2662 0.2657
05:30:25 0.2676 0.267106:00:27 0.2678 0.2673
04:30:21 0.2672 0.266705:00:23 0.2674 0.2669
07:30:34 0.2683 0.267808:00:37 0.2685 0.2680
06:30:30 0.2680 0.267507:00:32 0.2681 0.2676
09:30:43 0.2689 0.2684
08:30:39 0.2686 0.268109:00:41 0.2688 0.2683
0.2472
0.2522
0.2572
0.2622
0.2672
0.27220.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 30 of 36
37 35.8000 8.564338 35.8133 8.562339 35.8400 8.558340 35.8533 8.556341 35.8667 8.554342 35.8800 8.552343 35.8933 8.550444 35.8933 8.550445 35.9067 8.548446 35.9200 8.546447 35.9333 8.544448 35.9467 8.5424
10:00:46 0.2690 0.2685
11:30:53 0.2694 0.268912:00:55 0.2695 0.2690
10:30:48 0.2691 0.268611:00:50 0.2693 0.2688
13:31:02 0.2697 0.269214:01:04 0.2698 0.2693
12:30:57 0.2696 0.269113:00:59 0.2697 0.2692
15:31:11 0.2701 0.2696
14:31:06 0.2699 0.269415:01:09 0.2700 0.2695
Page 31 of 36Page 31 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 35.9467 8.54241 36.3333 8.48482 36.5333 8.45503 36.6533 8.43714 36.7600 8.42125 36.7333 8.42526 36.9600 8.39147 37.3733 8.32998 37.5200 8.30809 38.0933 8.2226
10 38.8267 8.113411 39.6800 7.986212 40.5867 7.851213 40.8667 7.809414 41.4133 7.728015 41.6533 7.692316 42.0400 7.6346
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement
00:00:01 0.2730 0.2725
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Settlement(in) (in)
00:00:00 0.2701 0.2696
00:00:02 0.2745 0.274000:00:03 0.2754 0.274900:00:04 0.2762 0.275700:00:05 0.2760 0.275500:00:06 0.2777 0.277200:00:12 0.2808 0.280300:00:15 0.2819 0.281400:00:30 0.2862 0.285700:01:00 0.2917 0.291200:02:00 0.2981 0.297600:04:00 0.3049 0.304400:05:00 0.3070 0.306500:08:00 0.3111 0.310600:10:00 0.3129 0.312400:15:00 0.3158 0.3153
0.2708
0.2808
0.2908
0.3008
0.3108
0.3208
0.3308
0.3408
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 36
16 42.0400 7.634617 42.2933 7.596918 42.8267 7.517519 43.1200 7.473820 43.4800 7.420121 43.6800 7.390322 43.8267 7.368523 43.9333 7.352624 44.0267 7.338725 44.1067 7.326826 44.1867 7.314827 44.2400 7.306928 44.2933 7.299029 44.3200 7.2950
Tested By: Checked By:
00:15:00 0.3158 0.315300:20:00 0.3177 0.317200:40:00 0.3217 0.321201:00:00 0.3239 0.323401:30:02 0.3266 0.326102:00:04 0.3281 0.327602:30:06 0.3292 0.328703:00:08 0.3300 0.329503:30:11 0.3307 0.330204:00:13 0.3313 0.330804:30:15 0.3319 0.331405:00:18 0.3323 0.331805:30:20 0.3327 0.332205:46:52 0.3329 0.3324
0.2742
0.2842
0.2942
0.3042
0.3142
0.3242
0.3342
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 36
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 44.3200 7.29501 44.7733 7.22742 44.9467 7.20163 45.0533 7.18574 45.1600 7.16985 45.2400 7.15796 45.3200 7.14607 45.6933 7.09048 45.8400 7.06859 46.3867 6.9871
10 47.1067 6.879811 48.0133 6.744812 49.0667 6.587813 49.4000 6.538214 50.1067 6.432915 50.3867 6.391216 50.8267 6.3256
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Index Time Displacement
00:00:01 0.3363 0.335800:00:02 0.3376 0.3371
Settlement(in) (in)
00:00:00 0.3329 0.3324
00:00:05 0.3398 0.339300:00:06 0.3404 0.3399
00:00:03 0.3384 0.337900:00:04 0.3392 0.3387
00:00:30 0.3484 0.347900:01:00 0.3538 0.3533
00:00:12 0.3432 0.342700:00:15 0.3443 0.3438
00:05:00 0.3710 0.370500:08:00 0.3763 0.3758
00:02:00 0.3606 0.360100:04:00 0.3685 0.3680
00:10:00 0.3784 0.377900:15:01 0.3817 0.3812
0.33380.34380.35380.36380.37380.38380.39380.40380.4138
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 33 of 36
16 50.8267 6.325617 51.1067 6.283918 51.6400 6.204519 51.8933 6.166720 52.1333 6.131021 52.2800 6.109122 52.4267 6.087323 52.5333 6.071424 52.6133 6.059525 52.6800 6.049526 52.7333 6.041627 52.7867 6.033728 52.8267 6.027729 52.8667 6.021730 52.9067 6.015831 52.9333 6.011832 52.9600 6.007833 52.9867 6.003934 53.0267 5.997935 53.0533 5.993936 53.0667 5.9919
00:20:01 0.3838 0.383300:40:01 0.3878 0.3873
00:15:01 0.3817 0.3812
02:00:06 0.3926 0.392102:30:08 0.3937 0.3932
01:00:01 0.3897 0.389201:30:04 0.3915 0.3910
04:00:15 0.3956 0.395104:30:17 0.3960 0.3955
03:00:11 0.3945 0.394003:30:13 0.3951 0.3946
06:00:24 0.3970 0.396506:30:26 0.3973 0.3968
05:00:20 0.3964 0.395905:30:22 0.3967 0.3962
08:00:33 0.3979 0.397408:30:36 0.3982 0.3977
07:00:29 0.3975 0.397007:30:31 0.3977 0.3972
09:00:38 0.3984 0.397909:30:40 0.3985 0.3980
0.3390
0.3490
0.3590
0.3690
0.3790
0.3890
0.3990
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 33 of 36
37 53.0800 5.990038 53.1067 5.986039 53.1333 5.982040 53.1467 5.980041 53.1733 5.976042 53.1733 5.976043 53.2000 5.972144 53.2133 5.970145 53.2267 5.968146 53.2400 5.966147 53.2533 5.964148 53.2667 5.962149 53.2800 5.960250 53.2933 5.958251 53.2933 5.958252 53.3200 5.954253 53.3200 5.954254 53.3333 5.9522
10:00:42 0.3986 0.398110:30:45 0.3988 0.3983
12:00:51 0.3993 0.398812:30:54 0.3993 0.3988
11:00:47 0.3990 0.398511:30:49 0.3991 0.3986
14:01:01 0.3997 0.399214:31:03 0.3998 0.3993
13:00:56 0.3995 0.399013:30:58 0.3996 0.3991
16:01:10 0.4001 0.399616:31:12 0.4002 0.3997
15:01:05 0.3999 0.399415:31:07 0.4000 0.3995
18:01:19 0.4004 0.399918:07:03 0.4005 0.4000
17:01:14 0.4002 0.399717:31:17 0.4004 0.3999
Page 34 of 36Page 34 of 36
Project: LA-16 Non-Rock Demo Project Number: 10883-011-00Location:Job Number: 11-19 Test Date: 11 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI3-30 Peat (PT)Depth: 15 - 17 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 53.3333 5.95221 53.6933 5.89862 53.7867 5.88473 53.8533 5.87474 53.9067 5.86685 53.9600 5.85896 54.0000 5.85297 54.2133 5.82118 54.2933 5.80929 54.5867 5.7655
10 55.0000 5.703911 55.5333 5.624512 56.2000 5.525113 56.4267 5.491414 56.9467 5.413915 57.1733 5.380116 57.5333 5.3265
Consolidation Test Results(Sequence 14) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results
00:00:02 0.4039 0.403400:00:03 0.4044 0.4039
(Sequence 14) Load 8.000 tsf
TimeIndex
00:00:00 0.4005 0.400000:00:01 0.4032 0.4027
(in) (in)
00:00:06 0.4055 0.405000:00:12 0.4071 0.4066
00:00:04 0.4048 0.404300:00:05 0.4052 0.4047
00:01:00 0.4130 0.412500:02:00 0.4170 0.4165
00:00:15 0.4077 0.407200:00:30 0.4099 0.4094
00:08:00 0.4276 0.427100:10:00 0.4293 0.4288
00:04:00 0.4220 0.421500:05:00 0.4237 0.4232
00:15:01 0.4320 0.4315
0.4018
0.4118
0.4218
0.4318
0.4418
0.4518
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load14Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 35 of 36
16 57.5333 5.326517 57.7600 5.292718 58.2400 5.221219 58.4800 5.185520 58.6800 5.155721 58.8133 5.135822 58.9333 5.117923 59.0267 5.104024 59.0933 5.094125 59.1467 5.086226 59.2000 5.078227 59.2400 5.072328 59.2800 5.066329 59.3200 5.060330 59.3467 5.056431 59.3733 5.052432 59.4000 5.048433 59.4267 5.044534 59.4533 5.040535 59.4800 5.036536 59.4933 5.0345
00:40:03 0.4373 0.436801:00:04 0.4391 0.4386
00:15:01 0.4320 0.431500:20:01 0.4337 0.4332
02:30:11 0.4425 0.442003:00:13 0.4432 0.4427
01:30:06 0.4406 0.440102:00:09 0.4416 0.4411
04:30:20 0.4445 0.444005:00:22 0.4448 0.4443
03:30:16 0.4437 0.443204:00:18 0.4441 0.4436
06:30:29 0.4456 0.445107:00:32 0.4458 0.4453
05:30:25 0.4451 0.444606:00:27 0.4454 0.4449
08:30:38 0.4464 0.445909:00:41 0.4466 0.4461
07:30:34 0.4460 0.445508:00:36 0.4462 0.4457
09:30:43 0.4467 0.4462
0.40540.41040.41540.42040.42540.43040.43540.44040.44540.4504
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 35 of 36
37 59.5200 5.030538 59.5333 5.028639 59.5600 5.024640 59.5733 5.022641 59.5733 5.022642 59.5867 5.020643 59.6133 5.016644 59.6267 5.014745 59.6400 5.012746 59.6533 5.010747 59.6667 5.008748 59.6667 5.008749 59.6800 5.006750 59.6933 5.004751 59.6933 5.004752 59.7067 5.002753 59.7200 5.000854 59.7333 4.998855 59.7333 4.998856 59.7467 4.996857 59.7600 4.994858 59.7600 4.994859 59.7733 4.992860 59.7733 4.992861 59.7867 4.990862 59.7867 4.990863 59.8000 4.988864 59.8000 4.988865 59.8133 4.986866 59.8133 4.9868
10:30:48 0.4470 0.446511:00:50 0.4472 0.4467
10:00:45 0.4469 0.4464
12:30:57 0.4474 0.446913:00:59 0.4476 0.4471
11:30:52 0.4473 0.446812:00:54 0.4473 0.4468
14:31:06 0.4479 0.447415:01:08 0.4480 0.4475
13:31:01 0.4477 0.447214:01:04 0.4478 0.4473
16:31:15 0.4482 0.447717:01:17 0.4482 0.4477
15:31:10 0.4480 0.447516:01:13 0.4481 0.4476
18:31:24 0.4485 0.448019:01:26 0.4485 0.4480
17:31:20 0.4483 0.447818:01:22 0.4484 0.4479
20:31:33 0.4487 0.448221:01:36 0.4488 0.4483
19:31:29 0.4486 0.448120:01:31 0.4487 0.4482
22:31:43 0.4489 0.448423:01:45 0.4490 0.4485
21:31:38 0.4488 0.448322:01:40 0.4489 0.4484
24:08:43 0.4491 0.4486
23:31:47 0.4490 0.448524:01:49 0.4491 0.4486
Page 36 of 36Page 36 of 36
Consolidation TestTest Results
0.76
10.76
20.76
30.76
40.76
50.76
Stra
in (%
)
Before After Liquid Limits: 641 Test Date: 13 May 2011689.43 292.85 Plastic Limits: 264
Dry Density (pcf): 8.06 14.90 Plasticity Index (%): 376Saturation (%): 95.93 80.73Void Ratio: 12.7695 5.1228 Specific Gravity: 1.782 MeasuredSample Description: Peat (PT)Project Number: 10883-011-00 Depth: 11 - 13 feet Remarks:Sample Number: Boring Number: BHSP-SI4-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
50.76
60.760.010 0.100 1.000 10.000
Pressure (tsf)
Consolidation TestTest Results
7.1285
8.1285
9.1285
10.1285
11.1285
12.1285
13.1285
Void
Rat
io
Before After Liquid Limits: 641 Test Date: 13 May 2011689.43 292.85 Plastic Limits: 264
Dry Density (pcf): 8.06 14.90 Plasticity Index (%): 376Saturation (%): 95.93 80.73Void Ratio: 12.7695 5.1228 Specific Gravity: 1.782 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 11 - 13 feet Remarks:Sample Number: Boring Number: BHSP-SI4-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
5.1285
6.1285
0.01 0.10 1.00 10.00Pressure (tsf)
Consolidation TestTest Results
1000.0000
2000.0000
3000.0000
4000.0000
5000.0000
6000.0000
t90
Cv
(ft2 /y
ear)
Before After Liquid Limits: 641 Test Date: 13 May 2011689.43 292.85 Plastic Limits: 264
Dry Density (pcf): 8.06 14.90 Plasticity Index (%): 376Saturation (%): 95.93 80.73Void Ratio: 12.7695 5.1228 Specific Gravity: 1.782 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 11 - 13 feet Remarks:Sample Number: Boring Number: BHSP-SI4-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.0000
1000.0000
0.01 0.10 1.00 10.00Pressure (tsf)
t90 Cv
Consolidation TestTest Results
50.0000
100.0000
150.0000
200.0000
250.0000
t50
Cv
(ft2 /y
ear)
Before After Liquid Limits: 641 Test Date: 13 May 2011689.43 292.85 Plastic Limits: 264
Dry Density (pcf): 8.06 14.90 Plasticity Index (%): 376Saturation (%): 95.93 80.73Void Ratio: 12.7695 5.1228 Specific Gravity: 1.782 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 11 - 13 feet Remarks:Sample Number: Boring Number: BHSP-SI4-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.00000.01 0.10 1.00 10.00
Pressure (tsf)
t50 Cv
Graph ValuesXminXmaxYmin 0.3335001Ymax
Consolidation TestTest Results
0.434
0.484
0.534
0.584
0.634
0.684
0.734
0.784
Hei
ght P
erce
nt C
hang
e
Before After Liquid Limits: 641 Test Date: 13 May 2011689.43 292.85 Plastic Limits: 264
Dry Density (pcf): 8.06 14.90 Plasticity Index (%): 376Saturation (%): 95.93 80.73Void Ratio: 12.7695 5.1228 Specific Gravity: 1.782 MeasuredSoil Description: Peat (PT)Project Number: 10883-011-00 Depth: 11 - 13 feet Remarks:Sample Number: Boring Number: BHSP-SI4-30Project: LA-16 Non-Rock DemoClient: NRCSLocation:
Moisture (%):
0.334
0.384
0.434
0.010 0.100 1.000 10.000Pressure (tsf)
Project:LA
-16 Non-R
ock Dem
oProject N
umber:
10883-011-00L
ocation:Job N
umber:
11-19
Sample N
umber:
Sample D
escription:B
oring Num
ber:B
HSP-SI4-30
Peat (PT)D
epth:11 - 13 feet
Rem
arks:T
est Num
ber:Sam
ple Type:
Undisturbed
Test D
ate:13 M
ay 2011
Load
Sequence
Cum
mulative
Change in H
eightSpecim
enH
eightH
eight of V
oidV
erticalStrain
Void R
atiot90 Fitting
Tim
et50 Fitting
Tim
et90 C
vt50 C
v(tsf)
(in)(in)
(in)(%
)(m
in)(m
in)(ft2/year)
(ft2/year)0.000
0.00000.7500
0.69560.00
12.78220.000
0.0000.000
0.0000.031
0.00570.7443
0.68990.76
12.67740.076
1.0055665.816
99.0710.063
0.02280.7272
0.67283.04
12.36320.636
67.894643.933
1.4000.125
0.05810.6919
0.63757.75
11.71450.693
* 0.3851534.400
223.4660.250
0.12310.6269
0.572516.41
10.52010.840
0.528362.059
133.8050.500
0.20100.5490
0.494626.80
9.08860.897
0.560259.982
96.7001.000
0.29520.4548
0.400439.36
7.35751.286
0.817124.498
45.5300.250
0.26620.4838
0.429435.49
7.89040.000
0.0000.000
0.0000.063
0.22980.5202
0.465830.64
8.55930.000
0.0000.000
0.0000.250
0.24830.5017
0.447333.11
8.21940.837
0.354232.749
127.8130.500
0.26930.4807
0.426335.91
7.83350.991
0.509180.426
81.6231.000
0.30080.4492
0.394840.11
7.25460.942
0.873165.763
41.5662.000
0.36190.3881
0.333748.25
6.13182.089
1.19355.800
22.7024.000
0.40400.3460
0.291653.87
5.35821.042
1.25388.923
17.1768.000
0.41650.3335
0.279155.53
5.12850.754
0.257114.109
77.863Predicted value indicated w
ith *
2345
Consolidation T
est Results
Summ
ary
Index
1 0121314 67891011
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Sample Number: Sample Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Test Number:Liquid Limit: 641.0000 Initial Void Ratio: 12.7695 Initial Height (in): 0.7500Plastic Limit: 264.0000 Plasticity Index (%): 376.0000 Initial Diameter (in): 2.5000Specific Gravity: 1.7820 Weight of Ring (g): 234.9000
Measured
80.7314.90
12.769595.938.06
Consolidation TestConsolidation Specimen Information
Parameters Final SpecimenInitial Specimen
Void RatioSaturation (%)
Dry Density (pcf)
43.9725.5519.26
Moist Weight + Container (g)Dry Soil + Container (g)Weight of Container (g)Moisture Content (%) 292.85
138.6141.4027.30
689.435.1228
Project:LA
-16 Non-R
ock Dem
oProject N
umber:10883-011-00
Location:
Job Num
ber:11-19
Test D
ate:13 M
ay 2011T
est Num
ber:Sam
ple Num
ber:Soil D
escription:B
oring Num
ber:B
HSP-SI4-30
Peat (PT)D
epth:11 - 13 feet
Rem
arks:Sam
ple Type:
Undisturbed
Axial Strain
Void R
atio(%
)0
0.000012.7695
10.4267
12.71072
0.586712.6887
30.6800
12.67584
0.733312.6685
50.7333
12.66856
0.733312.6685
70.7333
12.66858
0.733312.6685
90.7333
12.668510
0.733312.6685
110.7600
12.664812
0.760012.6648
130.7600
12.664814
0.760012.6648
150.7600
12.664816
0.760012.6648
0.0000
Index
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Consolidation T
est Results
(Sequence 1) Load 0.031 tsf
Settlement
(in)T
ime
Displacem
ent(in)
00:00:000.0004
00:00:010.0036
0.003200:00:02
0.00480.0044
00:00:030.0055
0.005100:00:04
0.00590.0055
00:00:050.0059
0.005500:00:06
0.00590.0055
00:00:120.0059
0.005500:00:15
0.00590.0055
00:00:300.0059
0.005500:01:00
0.00590.0055
00:02:000.0061
0.005700:04:00
0.00610.0057
00:05:000.0061
0.005700:08:00
0.00610.0057
00:10:000.0061
0.005700:15:01
0.00610.0057
0.0006
0.0016
0.0026
0.0036
0.0046
0.0056
0.0066
0.02.0
4.06.0
8.010.0
12.0
Displacement (in)
Tim
e (Square Root M
inute)
Consolidation G
raph (Squareroot Time)
Load1SqrLine1
Line2Point1
0.0056
00057
in)
Consolidation G
raph (Logarithm
ic Time)
Load1LogLine 1
Line 2Line 3
Point 1Point 2
Point 3
Page 9 of 35
170.7600
12.664818
0.760012.6648
190.7600
12.664820
0.760012.6648
210.7600
12.6648T
ested By:
Checked B
y:
00:20:010.0061
0.005700:40:03
0.00610.0057
02:00:090.0061
0.0057
01:00:040.0061
0.005701:30:06
0.00610.0057
0.0056
0.0057
0.0058
0.0059
0.0060
0.0061
0.0062
0.00630.101.00
10.00100.00
Displacement (in)
Tim
e (Logarithm
ic Minute)
Page 9 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 0.7600 12.66481 1.0533 12.62442 1.4933 12.56393 1.5867 12.55104 1.6533 12.54185 1.7067 12.53456 1.7467 12.52907 1.8667 12.51248 1.9200 12.50519 2.0000 12.4941
10 2.0800 12.483111 2.1333 12.475712 2.1867 12.468413 2.2000 12.466514 2.2533 12.459215 2.2800 12.455516 2.2933 12.4537
Settlement(in)
Displacement
00:00:00 0.0061 0.0057
Index
Consolidation Test Results(Sequence 2) Load 0.063 tsf
Consolidation Test Results(Sequence 2) Load 0.063 tsf
(in)Time
00:00:03 0.0123 0.011900:00:04 0.0128 0.0124
00:00:01 0.0083 0.007900:00:02 0.0116 0.0112
00:00:12 0.0144 0.014000:00:15 0.0148 0.0144
00:00:05 0.0132 0.012800:00:06 0.0135 0.0131
00:02:00 0.0164 0.016000:04:01 0.0168 0.0164
00:00:30 0.0154 0.015000:01:00 0.0160 0.0156
00:10:01 0.0175 0.017100:15:01 0.0176 0.0172
00:05:01 0.0169 0.016500:08:01 0.0173 0.0169
0.0082
0.0132
0.0182
0.0232
0.02820.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load2Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 35
17 2.3200 12.450018 2.3867 12.440819 2.4267 12.435320 2.4800 12.428021 2.5067 12.424322 2.5333 12.420623 2.5733 12.415124 2.6000 12.411525 2.6000 12.411526 2.6133 12.409627 2.6267 12.407828 2.6400 12.406029 2.6533 12.404130 2.6667 12.402331 2.6800 12.400532 2.6933 12.398633 2.7067 12.396834 2.7067 12.396835 2.7067 12.396836 2.7200 12.3949
01:00:05 0.0186 0.018201:30:07 0.0190 0.0186
00:20:02 0.0178 0.017400:40:03 0.0183 0.0179
03:00:14 0.0197 0.019303:30:16 0.0199 0.0195
02:00:09 0.0192 0.018802:30:12 0.0194 0.0190
05:00:22 0.0201 0.019705:30:24 0.0202 0.0198
04:00:17 0.0199 0.019504:30:20 0.0200 0.0196
07:00:31 0.0205 0.020107:30:34 0.0206 0.0202
06:00:27 0.0203 0.019906:30:29 0.0204 0.0200
09:00:40 0.0207 0.020309:30:43 0.0208 0.0204
08:00:36 0.0207 0.020308:30:38 0.0207 0.0203
0.0134
0.0154
0.0174
0.0194
0.0214
0.0234
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load2Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 10 of 35
37 2.7200 12.394938 2.7200 12.394939 2.7333 12.393140 2.7333 12.393141 2.7467 12.391342 2.7467 12.391343 2.7600 12.389444 2.7600 12.389445 2.7733 12.387646 2.7867 12.385847 2.7867 12.385848 2.8000 12.383949 2.8000 12.383950 2.8000 12.383951 2.8133 12.382152 2.8133 12.382153 2.8133 12.382154 2.8133 12.382155 2.8133 12.382156 2.8133 12.382157 2.8267 12.380358 2.8267 12.380359 2.8267 12.380360 2.8267 12.380361 2.8267 12.380362 2.8267 12.380363 2.8400 12.378464 2.8400 12.378465 2.8400 12.378466 2.8400 12.378467 2.8400 12.378468 2.8533 12.376669 2 8533 12 3766
11:00:50 0.0209 0.020511:30:52 0.0209 0.0205
10:00:45 0.0208 0.020410:30:47 0.0208 0.0204
13:00:59 0.0211 0.020713:31:01 0.0211 0.0207
12:00:54 0.0210 0.020612:30:56 0.0210 0.0206
15:01:08 0.0213 0.020915:31:10 0.0214 0.0210
14:01:03 0.0212 0.020814:31:06 0.0213 0.0209
17:01:17 0.0215 0.021117:31:19 0.0215 0.0211
16:01:12 0.0214 0.021016:31:15 0.0214 0.0210
19:01:26 0.0215 0.021119:31:28 0.0215 0.0211
18:01:21 0.0215 0.021118:31:24 0.0215 0.0211
21:01:35 0.0216 0.021221:31:38 0.0216 0.0212
20:01:31 0.0216 0.021220:31:33 0.0216 0.0212
23:01:44 0.0217 0.021323:31:47 0.0217 0.0213
22:01:40 0.0216 0.021222:31:42 0.0216 0.0212
25:01:53 0.0217 0.021325:31:56 0.0218 0.0214
24:01:49 0.0217 0.021324:31:51 0.0217 0.0213
26:01:58 0 0218 0 0214
Page 11 of 35
69 2.8533 12.376670 2.8800 12.372971 2.8800 12.372972 2.8800 12.372973 2.8800 12.372974 2.8933 12.371175 2.8933 12.371176 2.8933 12.371177 2.8933 12.371178 2.8933 12.371179 2.9067 12.369280 2.9067 12.369281 2.9067 12.369282 2.9067 12.369283 2.9067 12.369284 2.9200 12.367485 2.9200 12.367486 2.9200 12.367487 2.9200 12.367488 2.9200 12.367489 2.9200 12.3674
27:02:02 0.0220 0.021627:32:05 0.0220 0.0216
26:01:58 0.0218 0.021426:32:00 0.0220 0.0216
29:02:11 0.0221 0.021729:32:14 0.0221 0.0217
28:02:07 0.0220 0.021628:32:09 0.0221 0.0217
31:02:21 0.0222 0.021831:32:23 0.0222 0.0218
30:02:16 0.0221 0.021730:32:18 0.0221 0.0217
33:02:30 0.0222 0.021833:32:32 0.0223 0.0219
32:02:25 0.0222 0.021832:32:28 0.0222 0.0218
35:02:39 0.0223 0.021935:32:41 0.0223 0.0219
34:02:34 0.0223 0.021934:32:37 0.0223 0.0219
36:02:43 0.0223 0.0219
Page 11 of 35
90 2.9200 12.367491 2.9200 12.367492 2.9200 12.367493 2.9200 12.367494 2.9333 12.365695 2.9333 12.365696 2.9333 12.365697 2.9333 12.365698 2.9333 12.365699 2.9333 12.3656100 2.9333 12.3656101 2.9333 12.3656102 2.9333 12.3656103 2.9333 12.3656104 2.9333 12.3656105 2.9333 12.3656106 2.9333 12.3656107 2.9467 12.3637108 2.9467 12.3637109 2.9467 12.3637110 2.9467 12.3637111 2.9467 12.3637112 2.9467 12.3637113 2.9600 12.3619114 2.9867 12.3582115 2.9867 12.3582116 2.9867 12.3582117 3.0000 12.3564118 3.0000 12.3564119 3.0000 12.3564120 3.0000 12.3564121 3.0000 12.3564122 3 0000 12 3564
37:02:48 0.0223 0.021937:32:50 0.0223 0.0219
36:32:46 0.0223 0.0219
39:02:57 0.0224 0.022039:32:59 0.0224 0.0220
38:02:53 0.0223 0.021938:32:55 0.0224 0.0220
41:03:06 0.0224 0.022041:33:09 0.0224 0.0220
40:03:02 0.0224 0.022040:33:04 0.0224 0.0220
43:03:15 0.0224 0.022043:33:18 0.0224 0.0220
42:03:11 0.0224 0.022042:33:13 0.0224 0.0220
45:03:25 0.0225 0.022145:33:27 0.0225 0.0221
44:03:20 0.0224 0.022044:33:22 0.0224 0.0220
47:03:34 0.0225 0.022147:33:36 0.0225 0.0221
46:03:29 0.0225 0.022146:33:31 0.0225 0.0221
49:03:43 0.0228 0.022449:33:45 0.0228 0.0224
48:03:38 0.0226 0.022248:33:40 0.0228 0.0224
51:03:52 0.0229 0.022551:33:54 0.0229 0.0225
50:03:47 0.0229 0.022550:33:50 0.0229 0.0225
52:03:56 0.0229 0.022552:33:59 0 0229 0 0225
Page 12 of 35
122 3.0000 12.3564123 3.0133 12.3546124 3.0133 12.3546125 3.0133 12.3546126 3.0133 12.3546127 3.0133 12.3546128 3.0133 12.3546129 3.0133 12.3546130 3.0267 12.3527131 3.0267 12.3527132 3.0267 12.3527133 3.0267 12.3527134 3.0267 12.3527135 3.0267 12.3527136 3.0267 12.3527137 3.0267 12.3527138 3.0267 12.3527139 3.0267 12.3527140 3.0267 12.3527141 3.0267 12.3527142 3.0267 12.3527
53:04:01 0.0230 0.022653:34:03 0.0230 0.0226
52:33:59 0.0229 0.0225
55:04:10 0.0230 0.022655:34:12 0.0230 0.0226
54:04:06 0.0230 0.022654:34:08 0.0230 0.0226
57:04:19 0.0231 0.022757:34:21 0.0231 0.0227
56:04:15 0.0230 0.022656:34:17 0.0231 0.0227
59:04:28 0.0231 0.022759:34:31 0.0231 0.0227
58:04:24 0.0231 0.022758:34:26 0.0231 0.0227
61:04:37 0.0231 0.022761:34:40 0.0231 0.0227
60:04:33 0.0231 0.022760:34:35 0.0231 0.0227
62:04:42 0.0231 0.022762:34:44 0.0231 0.0227
Page 12 of 35
143 3.0267 12.3527144 3.0400 12.3509145 3.0400 12.3509146 3.0400 12.3509147 3.0400 12.3509148 3.0400 12.3509149 3.0400 12.3509150 3.0400 12.3509151 3.0400 12.3509152 3.0400 12.3509153 3.0400 12.3509154 3.0400 12.3509155 3.0400 12.3509156 3.0400 12.3509
63:04:47 0.0231 0.022763:34:49 0.0232 0.0228
65:04:56 0.0232 0.022865:34:58 0.0232 0.0228
64:04:51 0.0232 0.022864:34:53 0.0232 0.0228
67:05:05 0.0232 0.022867:35:07 0.0232 0.0228
66:05:00 0.0232 0.022866:35:02 0.0232 0.0228
69:05:14 0.0232 0.022869:35:16 0.0232 0.0228
68:05:09 0.0232 0.022868:35:12 0.0232 0.0228
Page 13 of 35Page 13 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 3.0400 12.35091 3.4000 12.30132 3.7867 12.24813 4.0000 12.21874 4.1733 12.19485 4.2933 12.17836 4.3867 12.16557 4.7067 12.12148 4.7867 12.11049 5.0267 12.0773
10 5.2133 12.051611 5.3867 12.027812 5.5600 12.003913 5.6000 11.998414 5.7067 11.983715 5.7733 11.974516 5.8800 11.9598
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Index
Consolidation Test Results(Sequence 3) Load 0.125 tsf
Time Displacement
00:00:02 0.0288 0.028400:00:03 0.0304 0.0300
(in)Settlement
(in)00:00:00 0.0232 0.022800:00:01 0.0259 0.0255
00:00:06 0.0333 0.032900:00:12 0.0357 0.0353
00:00:04 0.0317 0.031300:00:05 0.0326 0.0322
00:01:00 0.0395 0.039100:02:00 0.0408 0.0404
00:00:15 0.0363 0.035900:00:30 0.0381 0.0377
00:08:01 0.0432 0.042800:10:01 0.0437 0.0433
00:04:00 0.0421 0.041700:05:00 0.0424 0.0420
00:15:01 0.0445 0.0441
0.02580.03080.03580.04080.04580.05080.05580.0608
0.0 10.0 20.0 30.0 40.0 50.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load3Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
LoadeLog Line 1 Line 2 Line 3 Point 1
Page 14 of 35
17 5.9333 11.952518 6.1200 11.926819 6.2267 11.912120 6.3467 11.895621 6.4400 11.882722 6.4800 11.877223 6.5467 11.868024 6.5867 11.862525 6.6400 11.855226 6.6667 11.851527 6.6933 11.847828 6.7333 11.842329 6.7600 11.838730 6.7733 11.836831 6.8133 11.831332 6.8400 11.827633 6.8667 11.824034 6.8800 11.822135 6.8933 11.820336 6.9200 11.8166
00:40:03 0.0463 0.045901:00:05 0.0471 0.0467
00:20:02 0.0449 0.0445
02:30:11 0.0490 0.048603:00:14 0.0495 0.0491
01:30:07 0.0480 0.047602:00:09 0.0487 0.0483
04:30:21 0.0504 0.050005:00:23 0.0506 0.0502
03:30:16 0.0498 0.049404:00:18 0.0502 0.0498
06:30:30 0.0512 0.050807:00:32 0.0515 0.0511
05:30:25 0.0509 0.050506:00:27 0.0511 0.0507
08:30:39 0.0520 0.051609:00:41 0.0521 0.0517
07:30:34 0.0517 0.051308:00:36 0.0519 0.0515
09:30:43 0.0523 0.0519
0.0332
0.0382
0.0432
0.0482
0.0532
0.0582
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
LoadeLog Line 1 Line 2 Line 3 Point 1
Page 14 of 35
37 6.9467 11.813038 6.9600 11.811139 6.9733 11.809340 6.9867 11.807441 7.0000 11.805642 7.0267 11.801943 7.0533 11.798344 7.0667 11.796445 7.0800 11.794646 7.0933 11.792847 7.0933 11.792848 7.1067 11.790949 7.1200 11.789150 7.3067 11.763451 7.3200 11.761552 7.3467 11.757953 7.3733 11.754254 7.3867 11.752455 7.4000 11.750556 7.4000 11.750557 7.4133 11.748758 7.4133 11.748759 7.4400 11.745060 7.4533 11.743261 7.4667 11.741462 7.4800 11.739563 7.4933 11.737764 7.5067 11.735865 7.5200 11.734066 7.5200 11.734067 7.5200 11.734068 7.5200 11.734069 7 5200 11 7340
10:30:48 0.0526 0.052211:00:50 0.0527 0.0523
10:00:45 0.0525 0.0521
12:30:57 0.0531 0.052713:00:59 0.0533 0.0529
11:30:52 0.0528 0.052412:00:54 0.0529 0.0525
14:31:06 0.0536 0.053215:01:08 0.0536 0.0532
13:31:01 0.0534 0.053014:01:03 0.0535 0.0531
16:31:15 0.0552 0.054817:01:17 0.0553 0.0549
15:31:10 0.0537 0.053316:01:13 0.0538 0.0534
18:31:24 0.0558 0.055419:01:27 0.0559 0.0555
17:31:20 0.0555 0.055118:01:22 0.0557 0.0553
20:31:33 0.0560 0.055621:01:36 0.0562 0.0558
19:31:29 0.0559 0.055520:01:31 0.0560 0.0556
22:31:42 0.0565 0.056123:01:45 0.0566 0.0562
21:31:38 0.0563 0.055922:01:40 0.0564 0.0560
24:31:51 0.0568 0.056425:01:54 0.0568 0.0564
23:31:47 0.0567 0.056324:01:49 0.0568 0.0564
25:31:56 0.0568 0.056426:01:58 0 0568 0 0564
Page 15 of 35
69 7.5200 11.734070 7.5200 11.734071 7.5200 11.734072 7.5200 11.734073 7.5333 11.732274 7.5333 11.732275 7.5467 11.730376 7.5600 11.728577 7.5600 11.728578 7.5733 11.726779 7.5733 11.726780 7.5867 11.724881 7.6000 11.723082 7.6000 11.723083 7.6133 11.721284 7.6133 11.721285 7.6133 11.721286 7.6133 11.721287 7.6133 11.721288 7.6267 11.719389 7.6267 11.7193
26:32:01 0.0568 0.056427:02:03 0.0568 0.0564
26:01:58 0.0568 0.0564
28:32:10 0.0569 0.056529:02:12 0.0570 0.0566
27:32:05 0.0568 0.056428:02:07 0.0569 0.0565
30:32:19 0.0572 0.056831:02:21 0.0572 0.0568
29:32:14 0.0571 0.056730:02:16 0.0571 0.0567
32:32:28 0.0574 0.057033:02:30 0.0575 0.0571
31:32:23 0.0573 0.056932:02:25 0.0574 0.0570
34:32:37 0.0575 0.057135:02:39 0.0575 0.0571
33:32:32 0.0575 0.057134:02:35 0.0575 0.0571
35:32:41 0.0576 0.057236:02:44 0.0576 0.0572
Page 15 of 35
90 7.6267 11.719391 7.6267 11.719392 7.6267 11.719393 7.6400 11.717594 7.6400 11.717595 7.6533 11.715796 7.6667 11.713897 7.6667 11.713898 7.6800 11.712099 7.6933 11.7101100 7.6933 11.7101101 7.7200 11.7065102 7.7200 11.7065103 7.7200 11.7065104 7.7200 11.7065105 7.7200 11.7065106 7.7200 11.7065107 7.7200 11.7065108 7.7200 11.7065109 7.7200 11.7065110 7.7467 11.7028
36:32:46 0.0576 0.057237:02:48 0.0576 0.0572
38:32:55 0.0577 0.057339:02:58 0.0578 0.0574
37:32:51 0.0576 0.057238:02:53 0.0577 0.0573
40:33:04 0.0580 0.057641:03:07 0.0581 0.0577
39:33:00 0.0579 0.057540:03:02 0.0579 0.0575
42:33:06 0.0583 0.057943:03:02 0.0583 0.0579
41:33:09 0.0581 0.057742:03:11 0.0583 0.0579
44:32:48 0.0583 0.057945:02:44 0.0583 0.0579
43:32:57 0.0583 0.057944:02:53 0.0583 0.0579
46:23:49 0.0585 0.0581
45:32:39 0.0583 0.057946:02:35 0.0583 0.0579
Page 16 of 35Page 16 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 7.7467 11.70281 7.9067 11.68082 8.6533 11.57803 9.0000 11.53024 9.2267 11.49905 9.4400 11.46966 9.6400 11.44217 10.2933 11.35218 10.5200 11.32099 11.2133 11.2255
10 11.8400 11.139211 12.6133 11.032712 13.1067 10.964813 13.2667 10.942714 13.5200 10.907815 13.6533 10.889516 13.8800 10.8583
Index
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Consolidation Test Results(Sequence 4) Load 0.250 tsf
Time Displacement
00:00:01 0.0597 0.059300:00:02 0.0653 0.0649
(in)Settlement
(in)00:00:00 0.0585 0.0581
00:00:05 0.0712 0.070800:00:06 0.0727 0.0723
00:00:03 0.0679 0.067500:00:04 0.0696 0.0692
00:00:30 0.0845 0.084100:01:00 0.0892 0.0888
00:00:12 0.0776 0.077200:00:15 0.0793 0.0789
00:05:00 0.0999 0.099500:08:00 0.1018 0.1014
00:02:00 0.0950 0.094600:04:00 0.0987 0.0983
00:10:00 0.1028 0.102400:15:01 0.1045 0.1041
0.0596
0.0696
0.0796
0.0896
0.0996
0.1096
0.1196
0.1296
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load4Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 35
17 14.0267 10.838118 14.4267 10.783019 14.6533 10.751820 14.8667 10.722421 15.0267 10.700422 15.1600 10.682023 15.2667 10.667324 15.3467 10.656325 15.4133 10.647126 15.4933 10.636127 15.5333 10.630628 15.6133 10.619629 15.6400 10.615930 15.7067 10.606731 15.7333 10.603132 15.7733 10.597633 15.8267 10.590234 15.8400 10.588435 15.8800 10.582936 15.9200 10.5774
00:20:01 0.1056 0.105200:40:03 0.1086 0.1082
02:00:09 0.1131 0.112702:30:11 0.1141 0.1137
01:00:04 0.1103 0.109901:30:06 0.1119 0.1115
04:00:18 0.1160 0.115604:30:20 0.1166 0.1162
03:00:13 0.1149 0.114503:30:15 0.1155 0.1151
06:00:27 0.1177 0.117306:30:29 0.1182 0.1178
05:00:22 0.1169 0.116505:30:25 0.1175 0.1171
08:00:36 0.1191 0.118708:30:38 0.1192 0.1188
07:00:31 0.1184 0.118007:30:34 0.1187 0.1183
09:00:41 0.1195 0.119109:30:43 0.1198 0.1194
0.0690
0.0790
0.0890
0.0990
0.1090
0.1190
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 17 of 35
37 15.9333 10.575538 15.9600 10.571939 15.9867 10.568240 16.0267 10.562741 16.0400 10.560942 16.0533 10.559043 16.0800 10.555344 16.1067 10.551745 16.1333 10.548046 16.1467 10.546247 16.1600 10.544348 16.1733 10.542549 16.2000 10.538850 16.2267 10.535151 16.2533 10.531552 16.2533 10.531553 16.2667 10.529654 16.2800 10.527855 16.3067 10.524156 16.3333 10.520557 16.3467 10.518658 16.3600 10.516859 16.3733 10.515060 16.3733 10.515061 16.3867 10.513162 16.4133 10.5094
10:00:45 0.1199 0.119510:30:48 0.1201 0.1197
12:00:54 0.1207 0.120312:30:57 0.1208 0.1204
11:00:50 0.1203 0.119911:30:52 0.1206 0.1202
14:01:03 0.1214 0.121014:31:06 0.1215 0.1211
13:00:59 0.1210 0.120613:31:01 0.1212 0.1208
16:01:13 0.1219 0.121516:31:15 0.1221 0.1217
15:01:08 0.1216 0.121215:31:10 0.1217 0.1213
18:01:22 0.1224 0.122018:31:24 0.1225 0.1221
17:01:17 0.1223 0.121917:31:19 0.1223 0.1219
20:01:31 0.1230 0.122620:31:33 0.1231 0.1227
19:01:26 0.1227 0.122319:31:29 0.1229 0.1225
22:01:40 0.1233 0.122922:31:05 0.1235 0.1231
21:01:35 0.1232 0.122821:31:38 0.1232 0.1228
Page 18 of 35Page 18 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 16.4133 10.50941 16.4933 10.49842 17.2000 10.40113 17.6400 10.34054 17.9600 10.29655 18.2133 10.26166 18.4400 10.23047 19.4133 10.09648 19.7733 10.04689 20.9067 9.8907
10 22.0267 9.736511 22.9867 9.604312 23.9600 9.470313 24.1867 9.439114 24.5867 9.384015 24.7867 9.356516 25.1067 9.3124
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Consolidation Test Results(Sequence 5) Load 0.500 tsf
Index Time (in)SettlementDisplacement
(in)00:00:00 0.1235 0.123100:00:01 0.1241 0.123700:00:02 0.1294 0.129000:00:03 0.1327 0.132300:00:04 0.1351 0.134700:00:05 0.1370 0.136600:00:06 0.1387 0.138300:00:12 0.1460 0.145600:00:15 0.1487 0.148300:00:30 0.1572 0.156800:01:00 0.1656 0.165200:02:00 0.1728 0.172400:04:01 0.1801 0.179700:05:01 0.1818 0.181400:08:01 0.1848 0.184400:10:01 0.1863 0.185900:15:01 0.1887 0.1883
0.12400.13400.14400.15400.16400.17400.18400.19400.20400.2140
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 35
17 25.3200 9.283018 25.7867 9.218819 26.0667 9.180220 26.3200 9.145321 26.5067 9.119622 26.6533 9.099523 26.7733 9.082924 26.8000 9.0793
Tested By: Checked By:
00:20:02 0.1903 0.189900:40:03 0.1938 0.193401:00:05 0.1959 0.195501:30:07 0.1978 0.197402:00:09 0.1992 0.1988
03:06:46 0.2014 0.2010
02:30:12 0.2003 0.199903:00:14 0.2012 0.2008
0.1316
0.1416
0.1516
0.1616
0.1716
0.1816
0.1916
0.2016
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 19 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 26.8000 9.07931 27.6800 8.95812 28.0933 8.90123 28.4000 8.85894 28.6533 8.82415 28.8800 8.79296 29.0800 8.76537 29.9867 8.64058 30.3333 8.59279 31.5200 8.4293
10 32.9067 8.238411 34.3333 8.042012 35.3867 7.896913 35.6667 7.858414 36.1600 7.790415 36.3600 7.762916 36.7067 7.7152
Index
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Time Settlement(in)
00:00:00 0.2014 0.201000:00:01 0.2080 0.2076
Consolidation Test Results(Sequence 6) Load 1.000 tsf
Displacement(in)
00:00:04 0.2153 0.214900:00:05 0.2170 0.2166
00:00:02 0.2111 0.210700:00:03 0.2134 0.2130
00:00:15 0.2279 0.227500:00:30 0.2368 0.2364
00:00:06 0.2185 0.218100:00:12 0.2253 0.2249
00:04:00 0.2658 0.265400:05:00 0.2679 0.2675
00:01:00 0.2472 0.246800:02:00 0.2579 0.2575
00:15:01 0.2757 0.2753
00:08:01 0.2716 0.271200:10:01 0.2731 0.2727
0.2038
0.2238
0.2438
0.2638
0.2838
0.3038
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load1Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 35
17 36.9333 7.683918 37.4000 7.619719 37.6800 7.581120 37.9200 7.548121 38.1200 7.520622 38.2400 7.504023 38.3467 7.489324 38.4400 7.476525 38.5333 7.463626 38.5733 7.458127 38.6533 7.447128 38.6933 7.441629 38.7600 7.432430 38.7867 7.428831 38.8400 7.421432 38.8800 7.415933 38.9067 7.412234 38.9467 7.406735 38.9733 7.403136 39.0000 7.3994
00:20:01 0.2774 0.2770
01:30:07 0.2848 0.284402:00:09 0.2863 0.2859
00:40:03 0.2809 0.280501:00:05 0.2830 0.2826
03:30:16 0.2887 0.288304:00:18 0.2894 0.2890
02:30:11 0.2872 0.286803:00:14 0.2880 0.2876
05:30:25 0.2906 0.290206:00:28 0.2911 0.2907
04:30:21 0.2897 0.289305:00:23 0.2903 0.2899
07:30:34 0.2920 0.291608:00:37 0.2922 0.2918
06:30:30 0.2913 0.290907:00:32 0.2917 0.2913
09:30:44 0.2929 0.2925
08:30:39 0.2925 0.292109:00:41 0.2927 0.2923
0.21580.22580.23580.24580.25580.26580.27580.28580.2958
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 20 of 35
37 39.0400 7.393938 39.0667 7.390239 39.0800 7.388440 39.0933 7.386541 39.1333 7.381042 39.1600 7.377343 39.1867 7.373744 39.2000 7.371845 39.2000 7.371846 39.2267 7.368247 39.2533 7.364548 39.3200 7.355349 39.3600 7.3498
10:00:46 0.2932 0.2928
11:30:53 0.2936 0.293212:00:55 0.2939 0.2935
10:30:48 0.2934 0.293011:00:50 0.2935 0.2931
13:31:02 0.2944 0.294014:01:04 0.2944 0.2940
12:30:57 0.2941 0.293713:01:00 0.2943 0.2939
15:31:11 0.2953 0.294915:53:16 0.2956 0.2952
14:31:07 0.2946 0.294215:01:09 0.2948 0.2944
Page 21 of 35Page 21 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 39.3600 7.34981 39.1200 7.38292 39.0667 7.39023 38.8267 7.42324 38.7333 7.43615 38.6533 7.44716 38.5600 7.46007 38.3067 7.49488 38.2000 7.50959 37.8133 7.5628
10 37.4667 7.610511 37.1600 7.652712 36.9200 7.685813 36.8533 7.695014 36.7200 7.713315 36.6400 7.724316 36.5333 7.7390
Index
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
Consolidation Test Results(Sequence 7) Rebound 0.250 tsf
SettlementTime
00:00:01 0.2938 0.293400:00:02 0.2934 0.2930
Displacement(in) (in)
00:00:00 0.2956 0.2952
00:00:05 0.2903 0.289900:00:06 0.2896 0.2892
00:00:03 0.2916 0.291200:00:04 0.2909 0.2905
00:00:30 0.2840 0.283600:01:00 0.2814 0.2810
00:00:12 0.2877 0.287300:00:15 0.2869 0.2865
00:05:01 0.2768 0.276400:08:01 0.2758 0.2754
00:02:00 0.2791 0.278700:04:01 0.2773 0.2769
00:10:01 0.2752 0.274800:15:01 0.2744 0.2740
0.2665
0.2715
0.2765
0.2815
0.2865
0.2915
0.29650.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load7Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load7Log
Page 22 of 35
16 36.5333 7.739017 36.4400 7.751918 36.2267 7.781319 36.1333 7.794120 36.0267 7.808821 35.9733 7.816122 35.9067 7.825323 35.8800 7.829024 35.8400 7.834525 35.8000 7.840026 35.7867 7.841827 35.7733 7.843728 35.7467 7.847329 35.7200 7.851030 35.6933 7.854731 35.6800 7.856532 35.6800 7.856533 35.6800 7.856534 35.6667 7.858435 35.6667 7.858436 35.6533 7.8602
00:20:02 0.2737 0.273300:40:03 0.2721 0.2717
00:15:01 0.2744 0.2740
02:00:09 0.2702 0.269802:30:12 0.2697 0.2693
01:00:05 0.2714 0.271001:30:07 0.2706 0.2702
04:00:18 0.2689 0.268504:30:21 0.2688 0.2684
03:00:14 0.2695 0.269103:30:16 0.2692 0.2688
06:00:28 0.2683 0.267906:30:30 0.2681 0.2677
05:00:23 0.2687 0.268305:30:25 0.2685 0.2681
08:00:37 0.2680 0.267608:30:39 0.2679 0.2675
07:00:32 0.2680 0.267607:30:34 0.2680 0.2676
09:00:41 0.2679 0.267509:30:43 0.2678 0.2674
0.2665
0.2715
0.2765
0.2815
0.2865
0.2915
0.10 1.00 10.00 100.00 1000.00
Dis
plac
emen
t (in
)Time (Logarithmic Minute)
Load7Log
Page 22 of 35
37 35.6400 7.862038 35.6400 7.862039 35.6267 7.863940 35.6133 7.865741 35.6000 7.867542 35.6000 7.867543 35.5867 7.869444 35.5733 7.871245 35.5733 7.871246 35.5733 7.871247 35.5733 7.871248 35.5733 7.871249 35.5733 7.871250 35.5733 7.871251 35.5600 7.873052 35.5600 7.873053 35.5600 7.873054 35.5600 7.873055 35.5467 7.874956 35.5467 7.874957 35.5467 7.874958 35.5467 7.874959 35.5333 7.876760 35.5333 7.876761 35.5333 7.876762 35.5333 7.876763 35.5200 7.878664 35.5200 7.878665 35.5200 7.878666 35.5200 7.878667 35.5067 7.880468 35.5067 7.880469 35 5067 7 8804
10:00:46 0.2677 0.267310:30:48 0.2677 0.2673
12:00:55 0.2674 0.267012:30:57 0.2674 0.2670
11:00:50 0.2676 0.267211:30:53 0.2675 0.2671
14:01:04 0.2672 0.266814:31:06 0.2672 0.2668
13:00:59 0.2673 0.266913:31:02 0.2672 0.2668
16:01:13 0.2672 0.266816:31:15 0.2672 0.2668
15:01:09 0.2672 0.266815:31:11 0.2672 0.2668
18:01:22 0.2671 0.266718:31:24 0.2671 0.2667
17:01:18 0.2671 0.266717:31:20 0.2671 0.2667
20:01:31 0.2670 0.266620:31:34 0.2670 0.2666
19:01:27 0.2670 0.266619:31:29 0.2670 0.2666
22:01:40 0.2669 0.266522:31:43 0.2669 0.2665
21:01:36 0.2669 0.266521:31:38 0.2669 0.2665
24:01:50 0.2668 0.266424:31:52 0.2668 0.2664
23:01:45 0.2668 0.266423:31:47 0.2668 0.2664
26:01:59 0 2667 0 2663
25:01:54 0.2667 0.266325:31:56 0.2667 0.2663
Page 23 of 35
69 35.5067 7.880470 35.4933 7.8822
26:01:59 0.2667 0.266326:24:50 0.2666 0.2662
Page 23 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 35.4933 7.88221 35.3467 7.90242 35.2533 7.91533 35.2133 7.92084 35.1467 7.93005 35.1333 7.93186 35.0933 7.93737 34.9200 7.96128 34.8533 7.97049 34.6133 8.0034
10 34.3467 8.040111 34.0667 8.078712 33.7600 8.120913 33.6933 8.130114 33.5200 8.153915 33.4267 8.166816 33.2667 8.1888
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Consolidation Test Results(Sequence 8) Rebound 0.063 tsf
Displacement Settlement
00:00:01 0.2655 0.2651
(in)Index Time (in)00:00:00 0.2666 0.2662
00:00:04 0.2640 0.263600:00:05 0.2639 0.2635
00:00:02 0.2648 0.264400:00:03 0.2645 0.2641
00:00:15 0.2618 0.261400:00:30 0.2600 0.2596
00:00:06 0.2636 0.263200:00:12 0.2623 0.2619
00:04:00 0.2536 0.253200:05:01 0.2531 0.2527
00:01:00 0.2580 0.257600:02:00 0.2559 0.2555
00:15:01 0.2499 0.2495
00:08:01 0.2518 0.251400:10:01 0.2511 0.2507
0.2300
0.2350
0.2400
0.2450
0.2500
0.2550
0.2600
0.2650
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load8Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load8Log
Page 24 of 35
16 33.2667 8.188817 33.1467 8.205418 32.8400 8.247619 32.6533 8.273320 32.4400 8.302721 32.2667 8.326522 32.1467 8.343023 32.0400 8.357724 31.9467 8.370625 31.8400 8.385326 31.7867 8.392627 31.7200 8.401828 31.6533 8.411029 31.6133 8.416530 31.5333 8.427531 31.5067 8.431232 31.4400 8.440433 31.4133 8.444034 31.3867 8.447735 31.3200 8.456936 31.3067 8.4587
00:15:01 0.2499 0.249500:20:02 0.2490 0.2486
01:30:07 0.2437 0.243302:00:09 0.2424 0.2420
00:40:03 0.2467 0.246301:00:05 0.2453 0.2449
03:30:16 0.2400 0.239604:00:18 0.2392 0.2388
02:30:12 0.2415 0.241103:00:14 0.2407 0.2403
05:30:25 0.2378 0.237406:00:28 0.2375 0.2371
04:30:21 0.2388 0.238405:00:23 0.2383 0.2379
07:30:34 0.2362 0.235808:00:37 0.2360 0.2356
06:30:30 0.2369 0.236507:00:32 0.2367 0.2363
09:30:44 0.2352 0.2348
08:30:39 0.2358 0.235409:00:41 0.2353 0.2349
0.2300
0.2350
0.2400
0.2450
0.2500
0.2550
0.2600
0.2650
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load8Log
Page 24 of 35
37 31.2667 8.464238 31.2267 8.469739 31.2000 8.473440 31.1867 8.475241 31.1467 8.480742 31.1067 8.486243 31.0933 8.488144 31.0800 8.489945 31.0533 8.493646 31.0267 8.497347 31.0000 8.500948 30.9867 8.502849 30.9733 8.504650 30.9467 8.508351 30.9333 8.510152 30.8933 8.515653 30.8800 8.517554 30.8800 8.517555 30.8667 8.519356 30.8533 8.521157 30.8267 8.524858 30.8133 8.526659 30.7867 8.530360 30.7733 8.532161 30.7733 8.532162 30.7600 8.534063 30.7600 8.534064 30.7467 8.535865 30.7200 8.539566 30.7067 8.541367 30.6800 8.545068 30.6667 8.546869 30 6667 8 5468
10:00:46 0.2349 0.2345
11:30:53 0.2343 0.233912:00:55 0.2340 0.2336
10:30:48 0.2346 0.234211:00:50 0.2344 0.2340
13:31:02 0.2335 0.233114:01:04 0.2333 0.2329
12:30:57 0.2337 0.233313:00:59 0.2336 0.2332
15:31:11 0.2328 0.232416:01:13 0.2327 0.2323
14:31:06 0.2331 0.232715:01:09 0.2329 0.2325
17:31:20 0.2321 0.231718:01:22 0.2320 0.2316
16:31:15 0.2325 0.232117:01:18 0.2324 0.2320
19:31:29 0.2318 0.231420:01:31 0.2316 0.2312
18:31:25 0.2320 0.231619:01:27 0.2319 0.2315
21:31:38 0.2312 0.230822:01:40 0.2312 0.2308
20:31:34 0.2315 0.231121:01:36 0.2313 0.2309
23:31:47 0.2310 0.230624:01:50 0.2308 0.2304
22:31:43 0.2311 0.230723:01:45 0.2311 0.2307
25:31:56 0.2304 0.230026:01:59 0 2304 0 2300
24:31:52 0.2307 0.230325:01:54 0.2305 0.2301
Page 25 of 35
69 30.6667 8.546870 30.6667 8.546871 30.6533 8.548772 30.6400 8.550573 30.6400 8.5505
26:01:59 0.2304 0.2300
27:32:06 0.2302 0.229827:32:27 0.2302 0.2298
26:32:01 0.2304 0.230027:02:03 0.2303 0.2299
Page 25 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 30.6400 8.55051 30.7733 8.53212 30.8800 8.51753 31.0533 8.49364 31.1467 8.48075 31.2000 8.47346 31.2933 8.46057 31.5600 8.42388 31.6400 8.41289 31.9333 8.3724
10 32.1867 8.337511 32.3733 8.311812 32.4800 8.297113 32.4933 8.295314 32.5600 8.286115 32.5733 8.284316 32.6133 8.2788
Index
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Time Settlement(in)
00:00:00 0.2302 0.229800:00:01 0.2312 0.2308
Consolidation Test Results(Sequence 9) Load 0.250 tsf
Displacement(in)
00:00:04 0.2340 0.233600:00:05 0.2344 0.2340
00:00:02 0.2320 0.231600:00:03 0.2333 0.2329
00:00:15 0.2377 0.237300:00:30 0.2399 0.2395
00:00:06 0.2351 0.234700:00:12 0.2371 0.2367
00:04:01 0.2440 0.243600:05:01 0.2441 0.2437
00:01:00 0.2418 0.241400:02:00 0.2432 0.2428
00:15:01 0.2450 0.2446
00:08:01 0.2446 0.244200:10:01 0.2447 0.2443
0.2310
0.2360
0.2410
0.2460
0.2510
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load9Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 35
16 32.6133 8.278817 32.6533 8.273318 32.7200 8.264119 32.7733 8.256820 32.8000 8.253121 32.8533 8.245722 32.8800 8.242123 32.8933 8.240224 32.9067 8.238425 32.9200 8.236626 32.9333 8.234727 32.9600 8.231128 32.9733 8.229229 32.9867 8.227430 32.9867 8.227431 33.0000 8.225532 33.0000 8.225533 33.0133 8.223734 33.0133 8.223735 33.0133 8.223736 33.0133 8.2237
00:15:01 0.2450 0.244600:20:02 0.2453 0.2449
01:30:07 0.2464 0.246002:00:09 0.2468 0.2464
00:40:03 0.2458 0.245401:00:05 0.2462 0.2458
03:30:16 0.2472 0.246804:00:18 0.2473 0.2469
02:30:12 0.2470 0.246603:00:14 0.2471 0.2467
05:30:25 0.2477 0.247306:00:28 0.2478 0.2474
04:30:21 0.2474 0.247005:00:23 0.2476 0.2472
07:30:34 0.2479 0.247508:00:37 0.2480 0.2476
06:30:30 0.2478 0.247407:00:32 0.2479 0.2475
09:30:43 0.2480 0.2476
08:30:39 0.2480 0.247609:00:41 0.2480 0.2476
0.23350.23550.23750.23950.24150.24350.24550.24750.2495
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load1Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 26 of 35
37 33.0133 8.223738 33.0267 8.221939 33.0267 8.221940 33.0400 8.220041 33.0400 8.220042 33.0533 8.218243 33.0533 8.218244 33.0667 8.216445 33.0667 8.216446 33.0667 8.216447 33.0800 8.214548 33.0800 8.214549 33.0800 8.214550 33.0933 8.212751 33.0933 8.212752 33.0933 8.212753 33.1067 8.2109
10:00:46 0.2480 0.2476
11:30:53 0.2482 0.247812:00:55 0.2482 0.2478
10:30:48 0.2481 0.247711:00:50 0.2481 0.2477
13:31:02 0.2484 0.248014:01:04 0.2484 0.2480
12:30:57 0.2483 0.247913:00:59 0.2483 0.2479
15:31:11 0.2485 0.248116:01:13 0.2485 0.2481
14:31:06 0.2484 0.248015:01:09 0.2485 0.2481
17:31:20 0.2486 0.248217:50:56 0.2487 0.2483
16:31:16 0.2486 0.248217:01:18 0.2486 0.2482
Page 27 of 35Page 27 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 33.1067 8.21091 33.3333 8.17962 33.4400 8.16503 33.5333 8.15214 33.5733 8.14665 33.6400 8.13746 33.6800 8.13197 33.9200 8.09898 34.0000 8.08799 34.3067 8.0456
10 34.6133 8.003411 34.8800 7.966712 35.0400 7.944713 35.0933 7.937314 35.1600 7.928115 35.2133 7.920816 35.2667 7.9134
Index Time
Consolidation Test Results(Sequence 10) Load 0.500 tsf
Consolidation Test Results(Sequence 10) Load 0.500 tsf
00:00:01
Displacement(in)
Settlement(in)
0.2504 0.250000:00:00 0.2487 0.2483
00:00:04 0.2522 0.251800:00:05 0.2527 0.2523
00:00:02 0.2512 0.250800:00:03 0.2519 0.2515
00:00:15 0.2554 0.255000:00:30 0.2577 0.2573
00:00:06 0.2530 0.252600:00:12 0.2548 0.2544
00:04:01 0.2632 0.262800:05:01 0.2636 0.2632
00:01:01 0.2600 0.259600:02:01 0.2620 0.2616
00:15:02 0.2649 0.2645
00:08:01 0.2641 0.263700:10:01 0.2645 0.2641
0.2492
0.2542
0.2592
0.2642
0.2692
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load10Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 35
16 35.2667 7.913417 35.3333 7.904318 35.4400 7.889619 35.4800 7.884120 35.5600 7.873021 35.6000 7.867522 35.6533 7.860223 35.7333 7.849224 35.7733 7.843725 35.7867 7.841826 35.8000 7.840027 35.8400 7.834528 35.8667 7.830829 35.8800 7.829030 35.8800 7.829031 35.8933 7.827232 35.8933 7.827233 35.9067 7.8253
00:15:02 0.2649 0.264500:20:02 0.2654 0.2650
01:30:07 0.2671 0.266702:00:10 0.2674 0.2670
00:40:03 0.2662 0.265801:00:05 0.2665 0.2661
03:30:16 0.2687 0.268304:00:19 0.2688 0.2684
02:30:12 0.2678 0.267403:00:14 0.2684 0.2680
05:30:26 0.2694 0.269006:00:28 0.2695 0.2691
04:30:21 0.2689 0.268505:00:23 0.2692 0.2688
07:30:35 0.2696 0.269207:50:26 0.2697 0.2693
06:30:30 0.2695 0.269107:00:33 0.2696 0.2692
0.25280.25480.25680.25880.26080.26280.26480.26680.26880.2708
0.10 1.00 10.00 100.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load10Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 28 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 35.9067 7.82531 36.0933 7.79962 36.3067 7.77023 36.4267 7.75374 36.5333 7.73905 36.6267 7.72626 36.6933 7.71707 37.0133 7.67298 37.1467 7.65469 37.5467 7.5995
10 37.9600 7.542611 38.3200 7.493012 38.5600 7.460013 38.6400 7.448914 38.7733 7.430615 38.8267 7.423216 38.9333 7.4086
Consolidation Test Results(Sequence 11) Load 1.000 tsf
Displacement Settlement
Consolidation Test Results(Sequence 11) Load 1.000 tsf
TimeIndex
00:00:00 0.2697 0.269300:00:01 0.2711 0.2707
(in) (in)
00:00:04 0.2744 0.274000:00:05 0.2751 0.2747
00:00:02 0.2727 0.272300:00:03 0.2736 0.2732
00:00:15 0.2790 0.278600:00:30 0.2820 0.2816
00:00:06 0.2756 0.275200:00:12 0.2780 0.2776
00:04:00 0.2896 0.289200:05:00 0.2902 0.2898
00:01:00 0.2851 0.284700:02:00 0.2878 0.2874
00:15:01 0.2924 0.2920
00:08:01 0.2912 0.290800:10:01 0.2916 0.2912
0.2702
0.2752
0.2802
0.2852
0.2902
0.2952
0.3002
0.3052
0.0 5.0 10.0 15.0 20.0 25.0 30.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load11Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 35
16 38.9333 7.408617 39.0000 7.399418 39.1867 7.373719 39.2933 7.359020 39.4000 7.344321 39.4800 7.333322 39.5333 7.325923 39.6000 7.316824 39.6267 7.313125 39.6800 7.305726 39.7200 7.300227 39.7333 7.298428 39.7600 7.294729 39.8000 7.289230 39.8267 7.285631 39.8400 7.283732 39.8533 7.281933 39.8800 7.278234 39.9067 7.274535 39.9333 7.270936 39.9333 7.2709
00:15:01 0.2924 0.292000:20:01 0.2929 0.2925
01:30:07 0.2959 0.295502:00:09 0.2965 0.2961
00:40:03 0.2943 0.293901:00:04 0.2951 0.2947
03:30:16 0.2976 0.297204:00:18 0.2980 0.2976
02:30:11 0.2969 0.296503:00:14 0.2974 0.2970
05:30:25 0.2986 0.298206:00:27 0.2989 0.2985
04:30:20 0.2983 0.297905:00:23 0.2984 0.2980
07:30:34 0.2993 0.298908:00:37 0.2995 0.2991
06:30:30 0.2991 0.298707:00:32 0.2992 0.2988
09:30:43 0.2999 0.2995
08:30:39 0.2997 0.299309:00:41 0.2999 0.2995
0.2755
0.2805
0.2855
0.2905
0.2955
0.3005
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load11Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 29 of 35
37 39.9467 7.269038 39.9600 7.267239 39.9867 7.263540 40.0000 7.261741 40.0133 7.259842 40.0400 7.256243 40.0400 7.256244 40.0533 7.254345 40.0533 7.254346 40.0533 7.254347 40.0667 7.252548 40.0933 7.248849 40.1067 7.2470
10:00:46 0.3000 0.2996
11:30:52 0.3004 0.300012:00:55 0.3005 0.3001
10:30:48 0.3001 0.299711:00:50 0.3003 0.2999
13:31:02 0.3008 0.300414:01:04 0.3008 0.3004
12:30:57 0.3007 0.300313:00:59 0.3007 0.3003
15:31:11 0.3011 0.300715:49:52 0.3012 0.3008
14:31:06 0.3008 0.300415:01:09 0.3009 0.3005
Page 30 of 35Page 30 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 40.1067 7.24701 40.6000 7.17912 40.7867 7.15343 40.9067 7.13684 41.0933 7.11115 41.2000 7.09656 41.3067 7.08187 41.7200 7.02488 41.8667 7.00479 42.5067 6.9165
10 43.3067 6.806411 44.2000 6.683412 45.0533 6.565913 45.2933 6.532814 45.7733 6.466715 45.9733 6.439216 46.2933 6.3951
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Index
Consolidation Test Results(Sequence 12) Load 2.000 tsf
Time Displacement
00:00:02 0.3063 0.305900:00:03 0.3072 0.3068
Settlement(in) (in)
00:00:00 0.3012 0.300800:00:01 0.3049 0.3045
00:00:06 0.3102 0.309800:00:12 0.3133 0.3129
00:00:04 0.3086 0.308200:00:05 0.3094 0.3090
00:01:00 0.3252 0.324800:02:00 0.3319 0.3315
00:00:15 0.3144 0.314000:00:30 0.3192 0.3188
00:08:00 0.3437 0.343300:10:00 0.3452 0.3448
00:04:00 0.3383 0.337900:05:00 0.3401 0.3397
00:15:00 0.3476 0.3472
0.3030
0.3130
0.3230
0.3330
0.3430
0.3530
0.3630
0.3730
0.0 5.0 10.0 15.0 20.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load12Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 31 of 35
16 46.2933 6.395117 46.5067 6.365818 46.9600 6.303319 47.2133 6.268420 47.5200 6.226221 47.6800 6.204222 47.8133 6.185823 47.9067 6.173024 47.9733 6.163825 48.0400 6.154626 48.1067 6.145427 48.1600 6.138128 48.2000 6.132629 48.2533 6.125230 48.2533 6.1252
00:40:00 0.3526 0.352201:00:00 0.3545 0.3541
00:15:00 0.3476 0.347200:20:00 0.3492 0.3488
02:30:06 0.3590 0.358603:00:09 0.3597 0.3593
01:30:02 0.3568 0.356402:00:04 0.3580 0.3576
04:30:16 0.3612 0.360805:00:18 0.3616 0.3612
03:30:11 0.3602 0.359804:00:13 0.3607 0.3603
06:03:19 0.3623 0.3619
05:30:20 0.3619 0.361506:00:22 0.3623 0.3619
0.3100
0.3200
0.3300
0.3400
0.3500
0.3600
0.10 1.00 10.00 100.00
Dis
plac
emen
t (in
)
Time (Logarithmic Minute)
Load12Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 31 of 35
Project: LA-16 Non-Rock Demo Project Number:10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 48.2533 6.12521 48.7467 6.05732 48.9333 6.03163 49.0800 6.01144 49.2000 5.99495 49.2933 5.98206 49.3733 5.97107 49.7467 5.91968 49.8933 5.89949 50.3600 5.8352
10 50.8400 5.769111 51.4267 5.688312 51.8800 5.625913 52.0133 5.607514 52.3067 5.567115 52.4267 5.550616 52.6133 5.5249
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Consolidation Test Results(Sequence 13) Load 4.000 tsf
Index Time Displacement
00:00:01 0.3660 0.365600:00:02 0.3674 0.3670
Settlement(in) (in)
00:00:00 0.3623 0.3619
00:00:05 0.3701 0.369700:00:06 0.3707 0.3703
00:00:03 0.3685 0.368100:00:04 0.3694 0.3690
00:00:30 0.3781 0.377700:01:00 0.3817 0.3813
00:00:12 0.3735 0.373100:00:15 0.3746 0.3742
00:05:00 0.3905 0.390100:08:00 0.3927 0.3923
00:02:00 0.3861 0.385700:04:00 0.3895 0.3891
00:10:00 0.3936 0.393200:15:00 0.3950 0.3946
0.36460.36960.37460.37960.38460.38960.39460.39960.40460.4096
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load13Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 35
16 52.6133 5.524917 52.7200 5.510218 52.9600 5.477219 53.0800 5.460620 53.2000 5.444121 53.3600 5.422122 53.4000 5.416623 53.4800 5.405624 53.4933 5.403725 53.5467 5.396426 53.5867 5.390927 53.6000 5.389028 53.6133 5.387229 53.6400 5.383530 53.6667 5.379931 53.6800 5.378032 53.6933 5.376233 53.7067 5.374334 53.7067 5.374335 53.7200 5.372536 53.7333 5.3707
00:20:00 0.3958 0.395400:40:00 0.3976 0.3972
00:15:00 0.3950 0.3946
02:00:06 0.4006 0.400202:30:08 0.4009 0.4005
01:00:01 0.3985 0.398101:30:04 0.3994 0.3990
04:00:15 0.4020 0.401604:30:17 0.4023 0.4019
03:00:11 0.4015 0.401103:30:13 0.4016 0.4012
06:00:24 0.4027 0.402306:30:27 0.4029 0.4025
05:00:20 0.4024 0.402005:30:22 0.4025 0.4021
08:00:33 0.4032 0.402808:30:36 0.4032 0.4028
07:00:29 0.4030 0.402607:30:31 0.4031 0.4027
09:00:38 0.4033 0.402909:30:40 0.4034 0.4030
0.3706
0.3756
0.3806
0.3856
0.3906
0.3956
0.4006
0.4056
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load13Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 32 of 35
37 53.7467 5.368838 53.7733 5.365239 53.7867 5.363340 53.7867 5.363341 53.8000 5.361542 53.8000 5.361543 53.8000 5.361544 53.8133 5.359745 53.8133 5.359746 53.8133 5.359747 53.8267 5.357848 53.8267 5.357849 53.8267 5.357850 53.8400 5.356051 53.8533 5.354252 53.8667 5.352353 53.8667 5.3523
10:00:43 0.4035 0.403110:30:45 0.4037 0.4033
12:00:52 0.4039 0.403512:30:54 0.4039 0.4035
11:00:47 0.4038 0.403411:30:49 0.4038 0.4034
14:01:01 0.4040 0.403614:31:03 0.4040 0.4036
13:00:56 0.4039 0.403513:30:58 0.4040 0.4036
16:01:10 0.4041 0.403716:31:12 0.4042 0.4038
15:01:05 0.4041 0.403715:31:08 0.4041 0.4037
17:48:58 0.4044 0.4040
17:01:14 0.4043 0.403917:31:17 0.4044 0.4040
Page 33 of 35Page 33 of 35
Project: LA-16 Non-Rock Demo Project Number: 10883-011-00Location:Job Number: 11-19 Test Date: 13 May 2011
Test Number:Sample Number: Soil Description:Boring Number: BHSP-SI4-30 Peat (PT)Depth: 11 - 13 feet Remarks:Sample Type: Undisturbed
Axial Strain Void Ratio(%)
0 53.8667 5.35231 54.1333 5.31562 54.4000 5.27893 54.4667 5.26974 54.5600 5.25685 54.6267 5.24776 54.6667 5.24227 54.8533 5.21658 54.8800 5.21289 55.0400 5.1908
10 55.1467 5.176111 55.2000 5.168712 55.2800 5.157713 55.2933 5.155914 55.3067 5.154015 55.3067 5.154016 55.3333 5.1504
Consolidation Test Results(Sequence 14) Load 8.000 tsf
Displacement Settlement
Consolidation Test Results
00:00:02 0.4084 0.408000:00:03 0.4089 0.4085
(Sequence 14) Load 8.000 tsf
TimeIndex
00:00:00 0.4044 0.404000:00:01 0.4064 0.4060
(in) (in)
00:00:06 0.4104 0.410000:00:12 0.4118 0.4114
00:00:04 0.4096 0.409200:00:05 0.4101 0.4097
00:01:00 0.4140 0.413600:02:00 0.4144 0.4140
00:00:15 0.4120 0.411600:00:30 0.4132 0.4128
00:08:00 0.4152 0.414800:10:01 0.4152 0.4148
00:04:00 0.4150 0.414600:05:00 0.4151 0.4147
00:15:01 0.4154 0.4150
0.4062
0.4082
0.4102
0.4122
0.4142
0.4162
0.4182
0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0
Dis
plac
emen
t (in
)
Time (Square Root Minute)
Consolidation Graph (Squareroot Time)
Load14Sqr Line1 Line2 Point1
Consolidation Graph (Logarithmic Time)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 34 of 35
16 55.3333 5.150417 55.3467 5.148518 55.4000 5.141219 55.4000 5.141220 55.4133 5.139321 55.4267 5.137522 55.4400 5.135723 55.4533 5.133824 55.4667 5.132025 55.4800 5.130226 55.4800 5.130227 55.4800 5.130228 55.4933 5.128329 55.4933 5.128330 55.4933 5.128331 55.5067 5.126532 55.5067 5.126533 55.5067 5.126534 55.5067 5.126535 55.5067 5.126536 55.5067 5.1265
00:40:03 0.4159 0.415501:00:04 0.4159 0.4155
00:15:01 0.4154 0.415000:20:01 0.4155 0.4151
02:30:11 0.4162 0.415803:00:13 0.4163 0.4159
01:30:07 0.4160 0.415602:00:09 0.4161 0.4157
04:30:20 0.4165 0.416105:00:23 0.4165 0.4161
03:30:16 0.4164 0.416004:00:18 0.4165 0.4161
06:30:29 0.4166 0.416207:00:32 0.4167 0.4163
05:30:25 0.4166 0.416206:00:27 0.4166 0.4162
08:30:39 0.4167 0.416309:00:41 0.4167 0.4163
07:30:34 0.4167 0.416308:00:36 0.4167 0.4163
09:30:43 0.4167 0.4163
0.4100
0.4110
0.4120
0.4130
0.4140
0.4150
0.4160
0.4170
0.10 1.00 10.00 100.00 1000.00D
ispl
acem
ent (
in)
Time (Logarithmic Minute)
Load14Log Line 1 Line 2 Line 3 Point 1 Point 2 Point 3
Page 34 of 35
37 55.5067 5.126538 55.5067 5.126539 55.5067 5.126540 55.5200 5.124741 55.5200 5.124742 55.5200 5.124743 55.5200 5.124744 55.5200 5.124745 55.5200 5.124746 55.5200 5.124747 55.5200 5.124748 55.5200 5.124749 55.5200 5.124750 55.5200 5.124751 55.5200 5.124752 55.5200 5.124753 55.5200 5.124754 55.5200 5.124755 55.5200 5.124756 55.5200 5.124757 55.5200 5.124758 55.5200 5.124759 55.5200 5.124760 55.5333 5.122861 55.5333 5.122862 55.5333 5.122863 55.5333 5.122864 55.5333 5.122865 55.5333 5.122866 55.5333 5.1228
10:30:48 0.4167 0.416311:00:50 0.4167 0.4163
10:00:45 0.4167 0.4163
12:30:57 0.4168 0.416413:00:59 0.4168 0.4164
11:30:52 0.4168 0.416412:00:55 0.4168 0.4164
14:31:06 0.4168 0.416415:01:08 0.4168 0.4164
13:31:01 0.4168 0.416414:01:04 0.4168 0.4164
16:31:15 0.4168 0.416417:01:18 0.4168 0.4164
15:31:11 0.4168 0.416416:01:13 0.4168 0.4164
18:31:24 0.4168 0.416419:01:27 0.4168 0.4164
17:31:20 0.4168 0.416418:01:22 0.4168 0.4164
20:31:34 0.4168 0.416421:01:36 0.4168 0.4164
19:31:29 0.4168 0.416420:01:31 0.4168 0.4164
22:31:43 0.4169 0.416523:01:45 0.4169 0.4165
21:31:38 0.4169 0.416522:01:40 0.4169 0.4165
24:10:22 0.4169 0.4165
23:31:47 0.4169 0.416524:01:50 0.4169 0.4165
Page 35 of 35Page 35 of 35
PlasticityIndex
CorrectionFactor
Depth Below Barge Deck
(feet)
Depth Below Mudline(feet)
kN/m2 psf ksf % psf ksf
BHSP‐SI1‐50 21 15 2555 65/130 8 4.18 87 0.087 OH 0.7 61 0.061BHSP‐SI1‐50 26 20 2555 65/130 9 4.71 98 0.098 OH 0.7 69 0.069BHSP‐SI2‐30 8 3 2555 65/130 3 1.57 33 0.033 PT 0.5 16 0.016BHSP‐SI2‐30 15 10 2555 65/130 9 4.71 98 0.098 209 0.5 49 0.049BHSP‐SI3‐30 11 6 2555 65/130 8 4.18 87 0.087 PT 0.5 44 0.044BHSP‐SI3‐30 17 12 2555 65/130 7 3.66 76 0.076 PT 0.5 38 0.038BHSP‐SI4‐30 10 5 2555 65/130 8 4.18 87 0.087 PT 0.5 44 0.044BHSP‐SI4‐30 13 8 2555 65/130 5 2.62 55 0.055 PT 0.5 27 0.027
Notes:1 Field Vane testing was performed prior to sample extrusion/classification and soil type was not known. Peat is highly permeable and is
poorly suited to the Field Vane Shear test. 2 Correction factors were selected based on Bjerrum's (1972) Recommended curve, as found in Figure 5.1 of "Recommended Practice for
Soft Ground Site Characterization: Arthur Casagrande Lecture" by Ladd and Degroot (2003). Figure 5.1 correlates correction factors to the Plasticity Index of the material.
3 Correction factors for peat were assumed to be 0.5 based on "Engineering Properties of Fibrous Peats" by Mesri and Anjlouni. A review of miniature vane shear testing and triaxial compression testing shows good agreement between the two test types, suggesting that miniature vane and triaxial tests are better suited to these materials.
4 "OH" clays without a PI test were assigned a correction factor of 0.7 based on a review of OH materials from this project.5 "CH" clays without a PI test were assigned a correction factor of 0.8 based on a review of CH materials from this project.
Project: Non‐Rock Alternatives to Shoreline Protection Demonstration (LA‐16)Project Location: West Shore of Shark Island, Iberia Parish, Louisiana
PI Corrected Shear Stress
Project No.: 10883‐011‐00
Boring No.
Field Vane Test Field Vane Instrument
Used
Field Vane Dimensions
(mm)
Instrument Reading
Shear Stress Interpolated from Geonor H‐10 Vane Borer Calibration Curves
APPENDIX D Report Limitations and Guidelines for Use
LA-16 NON-ROCK DEMO PROJECT Lafourche, Jefferson and Iberia Parish, Louisiana
June 9, 2011 | Page D-1 File No. 10883-011-00
APPENDIX D REPORT LIMITATIONS AND GUIDELINES FOR USE
This appendix provides information to help you manage your risks with respect to the use of this report.
Geotechnical Services Are Performed for Specific Purposes, Persons and Projects
This report has been prepared for the exclusive use by USDA-NRCS and their authorized agents for for the LA-16 Non-Rock Alternatives to Shoreline Protection Demonstration Project (Non-Rock Demo Project) located in Lafourche, Jefferson and Iberia Parish, Louisiana. This report may be made available to regulatory agencies for review. This report is not intended for use by others, and the information contained herein is not applicable to other sites.
GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. Our report is prepared for the exclusive use of our Client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our firm with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with our Agreement with the client and generally accepted geotechnical practices in this area at the time this report was prepared. This report should not be applied for any purpose or project except the one originally contemplated.
A Geotechnical Engineering or Geologic Report Is Based on a Unique Set of Project-specific Factors
This report has been prepared for the LA-16 Non-Rock Alternatives to Shoreline Protection Demonstration Project (Non-Rock Demo Project) located in Lafourche, Jefferson and Iberia Parish, Louisiana. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise, do not rely on this report if it was:
■ not prepared for you,
■ not prepared for your project,
■ not prepared for the specific site explored, or
■ completed before important project changes were made.
For example, changes that can affect the applicability of this report include those that affect:
■ the function of the proposed structure;
LA-16 NON-ROCK DEMO PROJECT Lafourche, Jefferson and Iberia Parish, Louisiana
Page D-2 | June 9, 2011 | GeoEngineers, Inc. File No. 10883-011-00
■ elevation, configuration, location, orientation or weight of the proposed structure;
■ composition of the design team; or
■ project ownership.
If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide written modifications or confirmation, as appropriate.
Subsurface Conditions Can Change
This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable.
Most Geotechnical and Geologic Findings Are Professional Opinions
Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions.
Geotechnical Engineering Report Recommendations Are Not Final
Do not over-rely on the preliminary construction recommendations included in this report. These recommendations are not final, because they were developed principally from GeoEngineers’ professional judgment and opinion. GeoEngineers’ recommendations can be finalized only by observing actual conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform construction observation.
Sufficient monitoring, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions.
A Geotechnical Engineering or Geologic Report Could Be Subject to Misinterpretation
Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after submitting the report. Also retain GeoEngineers to review pertinent elements of the design
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team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre-bid and preconstruction conferences, and by providing construction observation.
Do Not Redraw the Exploration Logs
Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk.
Give Contractors a Complete Report and Guidance
Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the specific types of information they need or prefer. A pre-bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available, while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule.
Contractors Are Responsible for Site Safety on Their Own Construction Projects
Our geotechnical recommendations are not intended to direct the contractor’s procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and to adjacent properties.
Read These Provisions Closely
Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory “limitations” provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these “Report Limitations and Guidelines for Use” apply to your project or site.
Geotechnical, Geologic and Environmental Reports Should Not Be Interchanged
The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental findings, conclusions or recommendations; e.g., about the likelihood of encountering underground
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storage tanks or regulated contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding a specific project.
Biological Pollutants
This report does not include any interpretations, recommendations, findings, or conclusions regarding the detecting, assessing, preventing or abating of Biological Pollutants and no conclusions or inferences should be drawn regarding Biological Pollutants, as they may relate to this project. The term “Biological Pollutants” includes, but is not limited to, molds, fungi, spores, bacteria, and viruses, and/or any of their byproducts.
Earth Science + Technology
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