geotechnical data report - 01242014coastal.la.gov/wp-content/uploads/2016/05/20140205... · pointid...

APPENDIX H Laboratory Testing Results –

Marsh (Sta. 140+00 and Above)

"Confidential Information; Privileged & Confidential Work Product"

DRAFT

PointID Depth Percent Finer Test Silt Clay %Sand

M-1 23 10 Sieve 10 90

35 10 Sieve 10 90

38.5 72 #200 72 28

43.5 58 #200 58 42

48.5 55 #200 55 45

M-2 63 63 #200 63 37

M-3 52 78 #200 78 22

M-5 20 55 #200 55 45

24 13 Sieve 13 87

34 4 #200 96

39 28 #200 28 72

M-14 41 77.6 #200 77.6 22.4

46 37.8 #200 37.8 62.2

56 32.5 #200 32.5 67.5

62 96.1 #200 96.1 3.9

M-15 33 50.9 #200 50.9 49.1

42 70.2 #200 70.2 29.8

M-16 17 44.2 #200 44.2 55.8

38 56.6 #200 38 43.4

Explorations: Between Sta. 140+00 and Above

Project: Mid Barataria Diversion Project

File No.: 18274-001-00


DRAFT

Project:File No.:

Explorations:

Boring Depth Interval Organic Content Fiber Content

M‐1 5‐7 29.90%7‐9 24.40% 6.69%

11‐13 26.60%30‐31.5 17.30%

M‐2 5‐7 54.25% 12.05%9‐11 11.00%

11‐13 8.60%13‐14.5 25%

M‐3 8‐10 72.15% 15.12%10‐12 61% 13.47%14‐16 30.10%16‐18 50.70%18‐20 15%20‐22 9.50% 13.47%

M‐4 8‐10 24.57% 1.93%10‐11 26.82% 4.02%14‐16 27.80%16‐18 19.90%18‐20 64.77% 44.41%

M‐5 6‐8 49.61% 8.41%8‐10 57.65% 24.85%

10‐12 13.40% 3.05%12‐14 30.30%14‐16 41.30%18‐20 3.30%

M‐6 6‐8 32.43% 51.43%8‐10 47 51.30%

10‐12 22.312‐14 17.614‐16 48.27% 37.24%18‐20 3.1

M‐7 6‐8 X 9.79%8‐10 33.50% 4.96%

10‐12 8.54%12‐14 8.06%16‐18 36.94%18‐20 6.10% 54.96%

M‐8 6‐8 29.95% 54.96%8‐10 17.65%

10‐12 12.51%

Mid Barataria Diversion Project18274‐001‐00Between Sta. 26+00 and Sta. 140+00


DRAFT

Project:File No.:

Explorations:

Boring Depth Interval Organic Content Fiber Content

Mid Barataria Diversion Project18274‐001‐00Between Sta. 26+00 and Sta. 140+00

12‐14 12.09%18‐20 12.80%20‐22 2.66%

M‐9 5‐7 18.49% 15.46%7‐9 26.20%

9‐11 4.91% 16.08%19‐21 18.69%

M‐10 5‐7 20.21% 23.64%7‐9 10.93%

9‐11 4.94% 4.52%11‐1317‐19 1.19%

M‐11 9‐11 11.67%11‐13 23.20% 21.95%15‐17 21.60%17‐19 2.55%23‐25 2.55%

M‐12 7‐9 17.89% 17.87%11‐13 10% 2.69%13‐15 3.34%

M‐13 5‐7 11.92% 40.18%7‐9 17.84% 13.53%

9‐11 4.75% 13.43%11‐13 4.85% 21.95%

M‐14 3‐5 26% 37.46%5‐7 27.37‐9 17.7

M‐15 4‐6 25.11% 10.08%6‐8 32.4

8‐10 31.410‐12 29.412‐14 8.514‐16 44.8

M‐16 5‐7 13.40% 9.65%7‐9 13.4

9‐11 7.17% 8.34%28‐30 4.30%33‐35 4.80%


DRAFT

LABORATORY DATALab Miniature Vane Shear

ASTM D 4648

PROJECT NO.18274‐001‐00

Mid Barataria Diversion (BA‐153)

18274‐001‐00

Marsh Borings (M‐1 through M‐16)

BORING VANE TORQUE UNDRAINED SHEAR UNDRAINED SHEARNUMBER READING (LB FOOT) STRENGTH (PSF) STRENGTH (KSF)

M1 5.0 ‐ 6.0 70 0.041823 157.7574017 0.158M1 6.0 ‐ 7.0 70 0.041823 157.7574017 0.158M1 7.0 ‐ 8.0 41 0.024496 92.40076386 0.092M1 8.0 ‐ 9.0 41 0.024496 92.40076386 0.092M1 9.0 ‐ 10.0 93 0.055565 209.5919765 0.210M1 10.0 ‐ 11.0 93 0.055565 209.5919765 0.210M1 11.0 ‐ 12.0 69 0.041226 155.5037245 0.156M1 12.0 ‐ 13.0 69 0.041226 155.5037245 0.156M1 16.0 ‐ 17.0 200 0.119495 450.7354334 0.451M1 17.0 ‐ 18.0 85 0.050785 191.5625592 0.192M1 18.0 ‐ 19.0 85 0.050785 191.5625592 0.192M1 19.0 ‐ 20.0 100 0.059748 225.3677167 0.225M1 20.0 ‐ 21.0 100 0.059748 225.3677167 0.225M1 21.0 ‐ 22.0 122 0.072892 274.9486144 0.275M1 22.0 ‐ 23.0 122 0.072892 274.9486144 0.275M1 23.0 ‐ 24.0 33 0.019717 74.37134652 0.074M1 24.0 ‐ 25.0 33 0.019717 74.37134652 0.074M1 58.0 ‐ 59.0 200 0.119495 450.7354334 0.451M1 59.0 ‐ 60.0 200 0.119495 450.7354334 0.451M1 63.0 ‐ 64.0 199 0.118898 448.4817563 0.448M1 64.0 ‐ 65.0 199 0.118898 448.4817563 0.448

M2 5.0 ‐ 7.0 21 0.012547 47.32722051 0.047M2 7.0 ‐ 9.0 34 0.020314 76.62502368 0.077M2 9.0 ‐ 11.0 95 0.05676 214.0993309 0.214M2 11.0 ‐ 13.0 91 0.05437 205.0846222 0.205M2 13.0 ‐ 15.0 86 0.051383 193.8162364 0.194M2 15.0 ‐ 17.0 83 0.04959 187.0552049 0.187M2 17.0 ‐ 19.0 79 0.047201 178.0404962 0.178M2 19.0 ‐ 21.0 82 0.048993 184.8015277 0.185M2 21.0 ‐ 23.0 98 0.058553 220.8603624 0.221M2 23.0 ‐ 25.0 126 0.075282 283.9633231 0.284M2 28.0 ‐ 30.0 100 0.059748 225.3677167 0.225M2 38.0 ‐ 40.0 62 0.037043 139.7279844 0.140M2 48.0 ‐ 50.0 30 0.017924 67.61031502 0.068M2 58.0 ‐ 60.0 108 0.064527 243.3971341 0.243M2 63.0 ‐ 65.0 130 0.077672 292.9780317 0.293

M3 8.0 ‐ 10.0 44 0.026289 99.16179536 0.099M3 10.0 ‐ 12.0 55 0.032861 123.9522442 0.124M3 12.0 ‐ 14.0 53 0.031666 119.4448899 0.119M3 14.0 ‐ 16.0 98 0.058553 220.8603624 0.221M3 16.0 ‐ 18.0 74 0.044213 166.7721104 0.167M3 18.0 ‐ 20.0 71 0.042421 160.0110789 0.160M3 20.0 ‐ 22.0 71 0.042421 160.0110789 0.160M3 22.0 ‐ 24.0 56 0.033459 126.2059214 0.126M3 24.0 ‐ 26.0 51 0.030471 114.9375355 0.115M3 26.0 ‐ 28.0 60 0.035849 135.22063 0.135M3 31.0 ‐ 33.0 53 0.031666 119.4448899 0.119

Project:

File Number:

Borings:

DEPTHFEET

GeoEngineers, Inc."Confidential Information; Privileged & Confidential Work Product"

DRAFT


ASTM D 4648

PROJECT NO.18274‐001‐00


18274‐001‐00



Project:

File Number:

Borings:

DEPTHFEET

M3 36.0 ‐ 38.0 56 0.033459 126.2059214 0.126M3 41.0 ‐ 43.0 79 0.047201 178.0404962 0.178M3 46.0 ‐ 48.0 58 0.034654 130.7132757 0.131M3 51.0 ‐ 53.0 28 0.016729 63.10296068 0.063M3 56.0 ‐ 58.0 98 0.058553 220.8603624 0.221M3 61.0 ‐ 63.0 112 0.066917 252.4118427 0.252M3 66.0 ‐ 68.0 126 0.075282 283.9633231 0.284

M4 8.0 ‐ 10.0 17 0.010157 38.31251184 0.038M4 10.0 ‐ 12.0 23 0.013742 51.83457485 0.052M4 12.0 ‐ 14.0 30 0.017924 67.61031502 0.068M4 14.0 ‐ 16.0 39 0.023302 87.89340952 0.088M4 16.0 ‐ 18.0 106 0.063332 238.8897797 0.239M4 18.0 ‐ 20.0 58 0.034654 130.7132757 0.131M4 20.0 ‐ 22.0 109 0.065125 245.6508112 0.246M4 22.0 ‐ 24.0 15 0.008962 33.80515751 0.034M4 24.0 ‐ 26.0 27 0.016132 60.84928351 0.061M4 26.0 ‐ 28.0 38 0.022704 85.63973235 0.086M4 31.0 ‐ 33.0 116 0.069307 261.4265514 0.261M4 36.0 ‐ 38.0 105 0.062735 236.6361026 0.237M4 41.0 ‐ 43.0 76 0.045408 171.2794647 0.171M4 46.0 ‐ 48.0 129 0.077074 290.7243546 0.291M4 56.0 ‐ 58.0 159 0.094999 358.3346696 0.358M4 61.0 ‐ 63.0 62 0.037043 139.7279844 0.140M4 66.0 ‐ 68.0 200 0.119495 450.7354334 0.451

M5 6.0 ‐ 8.0 34 0.020314 76.62502368 0.077M5 8.0 ‐ 10.0 41 0.024496 92.40076386 0.092M5 10.0 ‐ 12.0 73 0.043616 164.5184332 0.165M5 12.0 ‐ 14.0 103 0.06154 232.1287482 0.232M5 14.0 ‐ 16.0 158 0.094401 356.0809924 0.356M5 16.0 ‐ 18.0 149 0.089024 335.7978979 0.336M5 18.0 ‐ 20.0 174 0.103961 392.1398271 0.392M5 20.0 ‐ 22.0 119 0.0711 268.1875829 0.268M5 22.0 ‐ 24.0 200 0.119495 450.7354334 0.451M5 29.0 ‐ 31.0 69 0.041226 155.5037245 0.156M5 34.0 ‐ 36.0 28 0.016729 63.10296068 0.063M5 39.0 ‐ 41.0 67 0.040031 150.9963702 0.151M5 44.0 ‐ 46.0 64 0.038238 144.2353387 0.144M5 49.0 ‐ 51.0 124 0.074087 279.4559687 0.279M5 54.0 ‐ 56.0 142 0.084842 320.0221577 0.320M5 59.0 ‐ 61.0 143 0.085439 322.2758349 0.322M5 64.0 ‐ 66.0 27 0.016132 60.84928351 0.061

M6 6.0 ‐ 8.0 0M6 8.0 ‐ 10.0 0M6 10.0 ‐ 12.0 0M6 12.0 ‐ 14.0 0M6 14.0 ‐ 16.0 247


DRAFT


ASTM D 4648

PROJECT NO.18274‐001‐00


18274‐001‐00



Project:

File Number:

Borings:

DEPTHFEET

M6 16.0 ‐ 18.0 136M6 18.0 ‐ 20.0 138M6 20.0 ‐ 22.0 142M6 22.0 ‐ 24.0 165M6 24.0 ‐ 26.0 55M6 29.0 ‐ 31.0 165M6 34.0 ‐ 36.0 110M6 39.0 ‐ 41.0 138M6 44.0 ‐ 46.0 110M6 49.0 ‐ 51.0 165M6 54.0 ‐ 56.0 138M6 59.0 ‐ 61.0 248M6 64.0 ‐ 66.0 275

M7 6.0 ‐ 8.0 57 0.034056 128.4595985 0.128M7 8.0 ‐ 10.0 69 0.041226 155.5037245 0.156M7 10.0 ‐ 12.0 19 0.011352 42.81986618 0.043M7 12.0 ‐ 14.0 52 0.031069 117.1912127 0.117M7 14.0 ‐ 16.0 103 0.06154 232.1287482 0.232M7 18.0 ‐ 20.0 22 0.013144 49.58089768 0.050M7 20.0 ‐ 22.0 9 0.005377 20.2830945 0.020M7 22.0 ‐ 24.0 30 0.017924 67.61031502 0.068M7 24.0 ‐ 26.0 37 0.022107 83.38605519 0.083M7 29.0 ‐ 31.0 79 0.047201 178.0404962 0.178M7 34.0 ‐ 36.0 71 0.042421 160.0110789 0.160M7 39.0 ‐ 41.0 60 0.035849 135.22063 0.135M7 44.0 ‐ 46.0 29 0.017327 65.35663785 0.065M7 49.0 ‐ 51.0 106 0.063332 238.8897797 0.239M7 54.0 ‐ 56.0 24 0.014339 54.08825201 0.054M7 59.0 ‐ 61.0 61 0.036446 137.4743072 0.137

M8 6.0 ‐ 8.0 39 0.023302 87.89340952 0.088M8 10.0 ‐ 12.0 54 0.032264 121.698567 0.122M8 12.0 ‐ 14.0 71 0.042421 160.0110789 0.160M8 16.0 ‐ 18.0 84 0.050188 189.308882 0.189M8 20.0 ‐ 22.0 27 0.016132 60.84928351 0.061M8 22.0 ‐ 24.0 53 0.031666 119.4448899 0.119M8 24.0 ‐ 26.0 77 0.046006 173.5331419 0.174M8 29.0 ‐ 31.0 66 0.039433 148.742693 0.149M8 34.0 ‐ 36.0 29 0.017327 65.35663785 0.065M8 39.0 ‐ 41.0 57 0.034056 128.4595985 0.128M8 44.0 ‐ 46.0 44 0.026289 99.16179536 0.099M8 49.0 ‐ 51.0 75 0.044811 169.0257875 0.169M8 59.0 ‐ 61.0 124 0.074087 279.4559687 0.279M8 64.0 ‐ 66.0 182 0.108741 410.1692444 0.410

M9 5.0 ‐ 7.0 41 0.024496 92.40076386 0.092M9 7.0 ‐ 9.0 46 0.027484 103.6691497 0.104M9 9.0 ‐ 11.0 136 0.081257 306.5000947 0.307

Mini‐Vane performed by external lab


DRAFT


ASTM D 4648

PROJECT NO.18274‐001‐00


18274‐001‐00



Project:

File Number:

Borings:

DEPTHFEET

M9 13.0 ‐ 15.0 44 0.026289 99.16179536 0.099M9 15.0 ‐ 17.0 67 0.040031 150.9963702 0.151M9 17.0 ‐ 19.0 66 0.039433 148.742693 0.149M9 19.0 ‐ 21.0 81 0.048396 182.5478505 0.183M9 21.0 ‐ 23.0 56 0.033459 126.2059214 0.126M9 23.0 ‐ 25.0 23 0.013742 51.83457485 0.052M9 28.0 ‐ 30.0 76 0.045408 171.2794647 0.171M9 33.0 ‐ 35.0 78 0.046603 175.786819 0.176M9 38.0 ‐ 40.0 56 0.033459 126.2059214 0.126M9 43.0 ‐ 45.0 74 0.044213 166.7721104 0.167M9 48.0 ‐ 50.0 71 0.042421 160.0110789 0.160M9 53.0 ‐ 55.0 38 0.022704 85.63973235 0.086M9 58.0 ‐ 60.0 71 0.042421 160.0110789 0.160M9 63.0 ‐ 65.0 89 0.053175 200.5772679 0.201M9 68.0 ‐ 70.0 88 0.052578 198.3235907 0.198M9 73.0 ‐ 75.0 109 0.065125 245.6508112 0.246M9 78.0 ‐ 80.0 112 0.066917 252.4118427 0.252M9 83.0 ‐ 85.0 83 0.04959 187.0552049 0.187

M14 3.0 ‐ 5.0 73M14 5.0 ‐ 7.0 28M14 7.0 ‐ 9.0 28M14 9.0 ‐ 11.0 83M14 11.0 ‐ 13.0 495M14 13.0 ‐ 15.0 165M14 15.0 ‐ 17.0 83M14 17.0 ‐ 19.0 330M14 19.0 ‐ 21.0 250M14 21.0 ‐ 23.0 385M14 26.0 ‐ 28.0 250M14 31.0 ‐ 33.0 138M14 36.0 ‐ 38.0 522M14 41.0 ‐ 43.0 248M14 47.0 ‐ 48.0 220M14 56.0 ‐ 58.0 110M14 61.0 ‐ 63.0 605M14 66.0 ‐ 68.0 330M14 71.0 ‐ 73.0 660M14 76.0 ‐ 78.0 523M14 81.0 ‐ 83.0 660

M15 4.0 ‐ 6.0 55M15 8.0 ‐ 8.0 83M15 8.0 ‐ 10.0 82M15 10.0 ‐ 12.0 55M15 12.0 ‐ 14.0 110M15 14.0 ‐ 16.0 110M15 16.0 ‐ 18.0 82M15 18.0 ‐ 20.0 110




DRAFT


ASTM D 4648

PROJECT NO.18274‐001‐00


18274‐001‐00



Project:

File Number:

Borings:

DEPTHFEET

M15 20.0 ‐ 22.0 220M15 22.0 ‐ 24.0 165M15 27.0 ‐ 29.0 192M15 32.0 ‐ 34.0 247M15 37.0 ‐ 39.0 440M15 42.0 ‐ 44.0 110

M16 5.0 ‐ 7.0 28M16 7.0 ‐ 9.0 94M16 9.0 ‐ 11.0 132M16 11.0 ‐ 13.0 138M16 13.0 ‐ 15.0 165M16 15.0 ‐ 17.0 165M16 17.0 ‐ 19.0 138M16 19.0 ‐ 21.0 385M16 21.0 ‐ 23.0 468M16 23.0 ‐ 25.0 165M16 28.0 ‐ 30.0 235M16 33.0 ‐ 35.0 192M16 38.0 ‐ 40.0 550M16 43.0 ‐ 45.0 192M16 48.0 ‐ 50.0 412M16 53.0 ‐ 55.0 470M16 58.0 ‐ 60.0 302M16 63.0 ‐ 65.0 550M16 68.0 ‐ 70.0 138M16 73.0 ‐ 75.0 522M16 78.0 ‐ 80.0 742M16 83.0 ‐ 85.0 660



DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL

DESCRIPTION DRY LL PL PIC

(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-1 5.0 - 7.0 MC

M-1 7.0 - 9.0 MC

M-1 9.0 - 11.0 MC

M-1 11.0 - 13.0 MC

M-1 13.0 - 15.0 MC

M-1 15.0 - 17.0 MC

M-1 17.0 - 19.0 MC

M-1 19.0 - 21.0 MC

M-1 21.0 - 23.0 MC

M-1 23.0 - 25.0 MC

M-1 58.0 - 60.0 MC

M-1 63.0 - 64.0 MC

M-1 64.0 - 65.0 MC

Laboratory Test Results

Project Name: LA CPRA - Mid-Barataria Diversion (BA-153),

Plaquemines Parish, LATechnical Responsibility: CLP

Project ID: 18274-001-00 Title: Lab Manager

DEPTH (FT) UNIT WEIGHT (PCF) ATTERBERG LIMITS SHEAR STRENGTH INFORMATION

MOISTURE

% WET

STRAIN

% COMMENTS

254

449

190

202

41

29

29

39

37

30

31

32

50

GeoEngineers, Inc.

11955 Lakeland Park Blvd. Suite 100 Baton Rouge, LA 70809

Disclaimer: The results presented relate only to those samples tested. Soil Description: ASTM(D2487) AASHTO(M145) Moisture Content:


DRAFT

N/A 5 VSO BK PT PT 492 12 71 100 UU 0 65 349 150 199 0.05 OC=29.9%

N/A 7 VSO BK CHOB CHOB 229 23 75 98 UU 0 53 174 52 122 0.03 OC=24.4%,

CON, GsN/A 9 VSO BK OH OH 232 23 75 95 UU 0 126 176 63 113 0.07N/A 11 VSO BK & GR CH3 CH3 74 59 103 100 UU 0 85 63 24 39 0.10 OC=

26.6%N/A 15 GR SM SM 27 95 120 95 UU 0 1161 NV NPN/A 17 DGR ML W/ WD ML 40 88 114 100 UU 0 537 33 31 2 0.10N/A 19 VSO GR CH3 CH3 69 60 101 100 UU 0 171 0.11N/A 21 VSO DGR CH4 W/ RTS CH4 66 61 101 100 UU 0 128 78 29 49 0.08 CONN/A 23 GR SP W/ LNS ML SP 25.2 SVN/A 30 DGR CHOA CHOA 172 66 106 OC=

17.3%N/A 35 GR SP W/ LNS ML SP 15.2 SVN/A 38.5 GR ML W/ ARS SM ML 26 -200N/A 43.5 GR ML W/ ARS SM ML 23 -200N/A 48.5 GR ML W/ ARS SM ML 23 -200N/A 53.5 BR SM SM NV NPN/A 58 GR ML ML 34 94 122 100 UU 0 611 30 24 6 0.15

SUMMARY OF LABORATORY TEST RESULTSProject: Mid Barataria Diversion Assigned By: _______

Project Number: 04.55124092 Current Date: 1/23/2014Boring: M-1

Remarks: "Confidential Information: Privileged & Confidential Work Product" Checked by:_________Fugro Consultants, Inc. File Name: 04

SampleNumber Depth Visual Classification USCS E(f) W%

DryDens(pcf)

WetDens(pcf)

Sat%

ShearTestType

Angle Cohesion(psf)

Unconf.Comp.Str.

LL PL PI TORVANE(tsf)

OtherTests


DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-2 5.0 - 7.0 MC

M-2 7.0 - 9.0 MC

M-2 9.0 - 11.0 MC

M-2 11.0 - 13.0 MC

M-2 13.0 - 15.0 MC

M-2 15.0 - 17.0 MC

M-2 17.0 - 19.0 MC

M-2 19.0 - 21.0 MC

M-2 21.0 - 23.0 MC

M-2 23.0 - 25.0 MC

M-2 28.0 - 30.0 MC

M-2 33.0 - 35.0 MC

M-2 38.0 - 40.0 MC

M-2 43.0 - 45.0 MC

M-2 48.0 - 50.0 MC

M-2 53.0 - 55.0 MC

M-2 58.0 - 60.0 MC

M-2 63.0 - 65.0 MC


Project Name: LA CPRA - Mid-Barataria Diversion (BA-153),

Plaquemines Parish, LATechnical Responsibility: CLP



MOISTURE

% WET

STRAIN

% COMMENTS

465

126

253

193

636

86

41

42

43

60

108

64

76

150

31

24

32

29

GeoEngineers, Inc.




DRAFT


CON, GsN/A 7 VSO BK PT PT 470 12 67 96 UU 0 110 429 193 236N/A 9 VSO GR CHOA CHOA 157 33 84 100 UU 0 117 112 31 81 0.10 OC=

11.0%N/A 11 VSO BK CHOA CHOA 173 30 81 100 UU 0 124 0.10 OC=8.6%N/A 13 VSO BK & GR PT PT 287 19 74 100 UU 0 143 212 68 144 0.09 OC=

25.0%N/A 15 GR ML ML 38 87 120 100 0.10 UntestableN/A 17 DGR ML ML 40 26 14N/A 19 SO GR CL CL 43 72 103 86 0.12 UntestableN/A 23 VSO DGR CH3 CH3 55 70 108 100 UU 0 177 57 21 36 0.11N/A 28 VSO GR CH4 CH4 105 UntestableN/A 33 VSO GR CH4 CH4 101 45 91 100 UU 0 154 0.10N/A 38 VSO GR CH4 W/ LNS ML CH4 82 54 98 100 UU 0 149 93 25 68 0.10N/A 43 VSO DGR CH3 W/ ARS ML CH3 72 56 96 97 UU 0 110 72 26 46 0.05N/A 48 GR ML W/ ARS CH ML 35 88 119 100 UU 0 389 27 25 2 0.15N/A 58 GR ML ML 28 96 123 100 UU 0 3313 0.05N/A 63 GR ML W/ ARS SM ML 23 -200





DryDens(pcf)

WetDens(pcf)

Sat%

ShearTestType

Angle Cohesion(psf)

Unconf.Comp.Str.


OtherTests


DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-3 8.0 - 10.0 MC

M-3 10.0 - 12.0 MC

M-3 12.0 - 14.0 MC

M-3 14.0 - 16.0 MC

M-3 16.0 - 18.0 MC

M-3 18.0 - 20.0 MC

M-3 20.0 - 22.0 MC

M-3 22.0 - 24.0 MC

M-3 24.0 - 26.0 MC

M-3 26.0 - 28.0 MC

M-3 31.0 - 33.0 MC

M-3 36.0 - 38.0 MC

M-3 41.0 - 43.0 MC

M-3 46.0 - 48.0 MC

M-3 51.0 - 52.0 MC

M-3 52.0 - 53.0 MC

M-3 56.0 - 58.0 MC

M-3 61.0 - 63.0 MC

M-3 66.0 - 68.0 MC

71

65

31

71

60

67

95

56

97

106

91

87

217

171

404

281

528

415

MOISTURE

% WET

STRAIN

% COMMENTS

1120




Project Name: LA CPRA - Mid-Barataria Diversion (BA-153),Plaquemines Parish, LA

Technical Responsibility: CLP

GeoEngineers, Inc.




DRAFT


N/A 10 VSO BK PT PT 621 9 64 94 UU 0 104 578 306 272 OC=50.0%

N/A 12 VSO BK CHOB CH0B 167 28 75 98 UU 0 76 167 47 120 0.03N/A 14 VSO BK CHOC CHOC 328 17 74 100 UU 0 117 0.05 OC=

30.1%N/A 16 BK CHOC CHOC OC=

50.7%N/A 18 VSO GR CHOA W/ LNS ML CHOA 177 28 78 97 UU 0 107 0.04 OC=

15.0%N/A 20 VSO DGR OH W/ LNS ML OH 190 29 84 100 UU 0 96 157 37 120 0.04 OC=9.5%

CON, GsN/A 22 VSO GR CH2 W/ LNS ML CH2 61 64 103 100 UU 0 100 51 19 32 0.03N/A 26 VSO GR CH2 CH2 54 65 100 91 UU 0 128 0.02N/A 31 VSO GR CH2 CH2 68 61 102 100 0.02 UntestableN/A 36 VSO GR OH OH 144 36 87 100 UU 0 132 140 37 103 0.05N/A 46 GR ML W/ ARS CH ML 36 87 118 100 UU 0 546 26 24 2 0.07N/A 52 GR ML W/ ARS CH ML 31 0.10 -200N/A 56 VSO DGR CH4 CH4 8 73 58 100 100 UC - 220 439 87 29 58 0.10N/A 66 VSO DGR CH4 CH4 14 70 61 104 100 UC - 150 299 0.12





DryDens(pcf)

WetDens(pcf)

Sat%

ShearTestType

Angle Cohesion(psf)

Unconf.Comp.Str.


OtherTests


DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-4 8.0 - 10.0 MC

M-4 10.0 - 11.0 MC

M-4 11.0 - 12.0 MC

M-4 12.0 - 14.0 MC

M-4 14.0 - 16.0 MC

M-4 16.0 - 18.0 MC

M-4 18.0 - 20.0 MC

M-4 20.0 - 22.0 MC

M-4 22.0 - 24.0 MC

M-4 24.0 - 26.0 MC

M-4 26.0 - 28.0 MC

M-4 31.0 - 33.0 MC

M-4 36.0 - 38.0 MC

M-4 41.0 - 43.0 MC

M-4 46.0 - 48.0 MC

M-4 51.0 - 53.0 MC

M-4 56.0 - 58.0 MC

M-4 61.0 - 63.0 MC

M-4 66.0 - 68.0 MC

32

42

60

87

113

64

82

62

37

44

81

33

403

244

532

400

351

449

MOISTURE

% WET

STRAIN

% COMMENTS

527






GeoEngineers, Inc.




DRAFT


DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-5 6.0 - 8.0 MC

M-5 8.0 - 10.0 MC

M-5 10.0 - 12.0 MC

M-5 12.0 - 14.0 MC

M-5 14.0 - 16.0 MC

M-5 16.0 - 18.0 MC

M-5 18.0 - 20.0 MC

M-5 20.0 - 22.0 MC

M-5 22.0 - 24.0 MC

M-5 24.0 - 26.0 MC

M-5 29.0 - 31.0 MC

M-5 34.0 - 35.0 MC

M-5 35.0 - 36.0 MC

M-5 39.0 - 41.0 MC

M-5 44.0 - 45.0 MC

M-5 45.0 - 46.0 MC

M-5 49.0 - 51.0 MC

M-5 54.0 - 56.0 MC

M-5 59.0 - 61.0 MC

M-5 64.0 - 66.0 MC35

52

69

27

34

87

36

21

59

21

55

34

28

58

59

634

565

345

181

MOISTURE

% WET

STRAIN

% COMMENTS

567






GeoEngineers, Inc.




DRAFT

N/A 6 VSO BK PT PT OC=41.1%

N/A 8 VSO BK PT PT 652 8 60 94 UU 0 528 326 202 0.03 OC=49.7%

N/A 10 VSO BK CHOA CHOA OC=13.4%



CON, GsN/A 16 SO GR CH3 CH3 UntestableN/A 18 SO GR CL6 CL6 33 89 118 99 UU 0 0.09 OC=3.3%N/A 20 SO GR CL6 W/ ARS SM CL6 40 -200N/A 24 GR SM SM 21 SVN/A 29 VSO GR CH4 CH4 73 54 94 94 UU 0 98 29 69 0.07N/A 34 GR SP SP 18 -200N/A 35 VSO GR CH2 W/ LNS ML CH2 14 59 62 99 90 UC - 65 130N/A 39 GR SM SM 20 -200N/A 44 DGR ML ML 26 23 3N/A 45 SO GR CL W/ LNS SM CL 23 102 126 97 CON,

UntestableN/A 49 SO GR CL4 CL4 14 43 80 115 97 UC - 265 530 0.20N/A 54 VSO GR CL6 CL6 15 56 73 113 98 UC - 137 273 0.12N/A 59 DGR ML ML 28 23 5N/A 64 SO GR CL CL 7 29 95 122 100 UC - 409 818 0.10





DryDens(pcf)

WetDens(pcf)

Sat%

ShearTestType

Angle Cohesion(psf)

Unconf.Comp.Str.


OtherTests


DRAFT

Geotechnical Lab11638 Sun Belt Ct., Baton Rouge, LA 70809

The results presented onlyrelate

to those samples testedConfidential Information:

Privilaged Confidential Work Product

Southern Earth Sciences, Inc. Laboratory Test Results

Technical Responsibility: Quality Assurance Officer

Client: GeoEngineersProject

No.: PM: 8/19/2013

D2216 D2166

w % LL PL PI gwet pcf

gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-6 6-8 PEAT 1262.5 66.4 4.9 72.3 0.3 (PT)

M-6 8-10 PEAT with O Clay 677.2 675 333 342 66.8 8.6 75.0 0.4 (PT) % Organic = 47.0

M-6 10-12 vSo, O Fat CLAY with Peat 395.3 437 72 365 72.4 14.6 71.6 0.7(CH-OH)

(PT) % Organic = 22.3

M-6 12-14 vSo, dGr Organics and Fat CLAY with Peat 249.0(CH-OH)

(PT) % Organic = 17.6

M-6 14-16 vSo, O Fat CLAY with Peat 555.0 761 210 551 69.0 10.5 79.1 1.7(CH-OH)

(PT)

M-6 16-18 vSo, Gr Fat CLAY with O 159.6 86.0 33.1 91.5 2.2 (CH4)

M-6 18-20 vSo, Gr Fat CLAY with O at Top 99.2 95 29 66 87.8 44.0 52.0 2.7 (CH4) % Organic = 3.1

M-6 20-22 vSo, Gr Fat CLAY with O Pockets & Silt Pockets 58.8 104 30 74 93.3 58.7 91.9 3.2 (CH4)

M-6 22-24 vSo Gr Fat CLAY 87.2 97 30 67 (CH4)

Remarks

D4318 D2166 D2850 D422, C136 or C117Atterberg Limits Cohesion

Con

finin

g P

ress

ure

psi

USCSBoring

No.Depth

(ft) Classification

ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00

Project: Mid Barataria Diversion RMDate of

Issue:B13-018 RM


DRAFT








No.: PM: 8/19/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-6 24-26 vSo, Gr Fat CLAY with Silt Pockets 100.2 95.5 47.7 51.9 4.3 (CH4)

M-6 29-31 vSo, Gr Fat CLAY with Silt Pockets 98.1 55 24 31 99.2 50.1 75.0 5.6 (CH2)

M-6 34-36 vSo, Gr Fat CLAY 135.9 92.0 39.0 115.6 6.9 (CH4)

M-6 39-41 No Recovery



M-6 54-56 vSo, Gr Fat CLAY with Tr O and Silt Pockets 131.1 60 24 36 92.0 39.8 75.5 12.3 (CH2)


M-6 64-66 So, Gr Fat CLAY with Silt Pockets 67.2 100.6 60.1 137.8 15.2 (CH4)

Remarks


Con

finin

g P

ress

ure

psi

USCSBoring

No.Depth

(ft) Classification

ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00


Issue:B13-018 RM


DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-7 6.0 - 8.0Very soft dark gray peat (PT)

11.4 591 211 380 0.12 0.04 Multiple Shear MC,UU,AL



M-7 10.0 - 12.0Very soft dark gray organic clay

(CHOB)32.0 0.11 0.12 Multiple Shear MC,UU


CHOB)28.8 169 76 93 0.11 Vertical Shear MC,UC,AL





M-7 18.0 - 20.0Very soft gray clay with organic

matter (CH4)45.6 75 29 46 0.08 Multiple Shear MC,UC,AL

M-7 20.0 - 22.0 Very soft gray clay (CL4) 90.5 35 19 16 0.14 Yield MC,UC,AL

M-7 22.0 - 24.0Very soft gray clay with 3" sand

layer (CL4)91.5 33 21 12 0.14 0.56 Yield MC,UU,AL

M-7 24.0 - 26.0 Very soft gray clay (CH3) 54.1 0.07 0.63 Bulge MC,UU


matter (CH4)52.2 81 32 49 0.1 Yield MC,UC,AL


matter (CH4)44.1 108 31 77 0.15 0.98 Multiple Shear MC,UU,AL


matter (CH2)57.1 0.11 Multiple Shear MC,UC

M-7 44.0 - 46.0 Very soft gray clay (CH2) 74.3 56 21 35 0.13 1.4 Yield MC,UU,AL

M-7 49.0 - 51.0Very soft gray clay with 2" silt

layer (CH4)45.5 0.08 Multiple Shear MC,UC

M-7 54.0 - 56.0Very soft gray clay with shells

and sand lenses (CH3)60.6 0.15 1.8 Multiple Shear MC,UU


layer (CH3)87.8 64 19 45 0.16 2 Multiple Shear MC,UU,AL


layer (CH3)59.2 0.16 2.23 Yield MC,UU68 99.6 15

61 97.8 9

42 124.2 5

49 110.4 15

116 98.4 12

119 96.7 8

71 97.6 13

92 103.8 11

79 93.6 15

35 122.5 15

31 119.7 15

722 68.3 7

106 94.0 6

183 81.4 5

175 83.4 3

298 78.4 13

164 84.4 4

MOISTURE

% WET

STRAIN

% COMMENTS

531 71.7 8




Project Name: LA CPRA - Mid-Barataria Diversion (BA-153), Plaquemines Parish, LA


GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-8 6.0 - 8.0 Very soft dark gray peat (PT) 8.6 0.03 0.09 Bulge MC,UU

M-8 8.0 - 10.0Very soft dark gray peat with

clay (PT)11.8 574 232 342 0.08 0.14 Multiple Shear MC,UU,AL


(CHOC)22.1 274 56 218 0.14 0.12 Multiple Shear MC,UU,AL

M-8 12.0 - 14.0Very soft gray organic clay



18.1 268 87 181 0.12 Multiple Shear MC,UC,AL


12.1 0.12 0.36 Multiple Shear MC,UU

M-8 18.0 - 20.0Very soft dark gray peat with 3"

clay layer (PT)30.9 360 76 284 0.15 0.42 Multiple Shear MC,UU,AL


matter (CH4)55.0 0.07 Multiple Shear MC,UC

M-8 22.0 - 24.0 Very soft gray clay (CH4) 60.4 75 28 47 0.06 0.55 Bulge MC,UU,AL

M-8 24.0 - 26.0Very soft gray clay (CH4)

52.8 0.06 Multiple Shear MC,UC

M-8 29.0 - 31.0Very soft gray clay with trace of

silt and organic matter (CH4) 53.2 0.15 Multiple Shear MC,UC


matter, and 2" sand layer (CH4) 68.3 101 29 72 0.11 1.01 Multiple Shear MC,UU,AL

M-8 39.0 - 41.0Medium dense gray clayey silt

with sand (ML)95.3 25 19 6 0.52 1.2 Yield MC,UU,AL

M-8 44.0 - 46.0Medium dense gray silty sand

with clay seams (SM)91.6 0.95 1.38 Yield MC,UU

M-8 49.0 - 51.0Medium dense gray clayey

sand (SC)93.7 0.36 1.58 Bulge MC,UU

M-8 59.0 - 61.0 Soft gray clay (CH3) 78.9 59 21 38 0.42 Vertical Shear MC,UC,AL

M-8 64.0 - 66.0Soft gray clay (CH3)


43 112.6 14

65 113.1 6

30 118.7 15

30 121.4 12

40 95.9 6

30 123.5 15

79 94.5 8

80 95.9 6

81 99.8 14

64 99.0 7

458 67.6 7

136 72.8 12

195 74.8 9

297 72.1 7

453 65.2 10

236 74.3 6

MOISTURE

% WET

STRAIN

% COMMENTS

669 65.9 12






GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE


(CHOB)13.2 173 92 81 0.11 0.03 Yield MC,UU,AL

M-9 7.0 - 9.0Very soft black peat (PT)



(CHOC)27.1 226 80 146 0.23 0.07 Multiple Shear MC,UU,AL


layer and wood (CH4)56.8 103 39 64 0.08 0.14 Bulge MC,UU,AL

M-9 13.0 - 15.0 Very soft gray clay (CL4) 80.0 0.18 0.23 Yield MC,UU


layer (CL4)67.5 0.14 0.3 Bulge MC,UU

M-9 17.0 - 19.0Very soft gray clay with sand

lenses (CH3)57.8 77 29 48 0.13 0.36 Multiple Shear MC,UU,AL

M-9 19.0 - 21.0Soft gray organic clay with 4"

peat layer (CHOA)28.5 129 52 77 0.31 Multiple Shear MC,UC,AL

M-9 21.0 - 23.0Very soft gray clay with silt

lenses (CH3)60.0 72 24 48 0.16 0.52 Vertical Shear MC,UU,AL


matter (CH3)53.4 0.18 0.6 Bulge MC,UU

M-9 28.0 - 30.0Very soft gray clay CH3)


M-9 33.0 - 35.0 Very soft gray clay (CH4) 55.9 79 27 52 0.11 0.98 Bulge MC,UU,AL


matter and 3" peat layer (CH4) 51.1 0.1 1.17 Multiple Shear MC,UU


matter (CH4)65.5 0.11 1.34 Bulge MC,UU


lenses (CH4)56.8 0.09 1.54 Multiple Shear MC,UU


lenses (CH4)58.2 77 24 53 0.13 Multiple Shear MC,UC,AL


lenses (CH4)52.3 0.08 Yield MC,UC


lenses and 1" sand layer (CH4) 71.5 0.16 2.17 Multiple Shear MC,UU

M-9 68.0 - 70.0Soft gray clay with silt lenses

(CH4)63.6 85 26 59 0.32 Yield MC,UC,AL


lenses and 1" silt layer (CH4)66.2 0.13 Yield MC,UC


and 3" sand layer (CH2)98.4 0.29 2.82 Yield MC,UU


lenses (CH2)67.9 0.13 Yield MC,UC62 109.9 15

62 107.2 15

27 124.8 15

63 116.4 14

60 102.0 15

70 98.7 14

91 99.8 15

67 109.1 11

87 106.1 7

83 102.0 9

82 93.0 12

81 96.4 12

80 98.6 10

178 79.1 3

73 103.7 2

58 106.7 9

85 106.9 7

88 106.9 11

42 113.8 15

389 70.0 10

187 77.5 7

MOISTURE

% WET

STRAIN

% COMMENTS

445 72.0 15






GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-10 5.0 - 7.0Very soft black organic clay

(CHOC)244 50 194 MC,AL

M-10 7.0 - 9.0 Very soft black peat (PT) 12.6 513 94 419 0.07 0.35 Yield MC,UU,AL


(CHOA)38.2 139 55 84 0.08 Multiple Shear MC,UC,AL

M-10 11.0 - 13.0 Soft gray clay (CL4) 85.0 38 21 17 0.33 0.69 Yield MC,UU,AL

M-10 13.0 - 15.0Very soft brown and gray clay

with sand lenses (CL6)52.6 41 24 17 0.08 Yield MC,UC,AL

M-10 15.0 - 17.0Very soft gray clay with 3" shell

and sand layer (CL6)53.5 0.09 0.92 Bulge MC,UU

M-10 17.0 - 19.0 Very soft gray clay (CL6) 74.6 46 24 22 0.13 Yield MC,UC,AL

M-10 19.0 - 21.0Soft gray clay with shell

fragments (CL4)79.8 0.26 1.15 Bulge MC,UU


layer (CL6)64.2 0.2 Multiple Shear MC,UC


lenses (CL4)77.2 43 25 18 0.2 1.38 Multiple Shear MC,UU,AL

M-10 28.0 - 30.0Very soft gray clay (CL6)


M-10 33.0 - 35.0Very soft gray clay with shell

fragments (CL6)59.7 0.09 1.96 Bulge MC,UU



M-10 43.0 - 45.0 Very soft gray clay (CH3) 49.9 67 28 39 0.08 2.53 Yield MC,UU,AL


traces and 5" sand layer (CL6) 67.7 0.09 Yield MC,UC


layer and shell fragments (CL6) 78.0 0.06 3.11 Bulge MC,UU

M-10 58.0 - 60.0Very soft gray clay with 1/2"

sand layer (CH4)62.1 96 35 61 0.23 Yield MC,UC,AL

M-10 63.0 - 65.0Soft gray clay with shells (CH4)


M-10 68.0 - 70.0Medium gray clay (CH4)




M-10 78.0 - 80.0Medium gray clay with silt

lenses (CH3)64.5 0.63 Multiple Shear MC,UC


(CH3)98.2 0.43 4.84 Multiple Shear MC,UU59 156.2 7

55 105.6 14

60 103.4 7

67 107.0 14

55 104.2 4

49 116.1 9

64 101.6 15

97 98.1 15

65 111.5 15

72 102.5 12

66 95.8 14

45 112.1 4

57 99.4 5

43 113.9 13

69 108.3 2

84 98.4 9

44 107.5 15

41 119.4 15

96 103.0 15

496 74.8 15

164 100.9 7

MOISTURE

% WET

STRAIN

% COMMENTS

282






GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE




(CHOC)27.4 253 64 189 0.07 0.42 Bulge MC,UU,AL


(CHOC)26.9 0.11 0.53 Multiple Shear MC,UU




(CHOC)23.0 0.00 0.23 Multiple Shear MC,UU

M-11 15.0 - 17.0 Very soft dark gray peat (PT) 8.9 494 221 273 0.01 0.3 Bulge MC,UU,AL


matter (CL4)54.8 40 21 19 0.09 0.37 Bulge MC,UU,AL



fragments (CH2)35.7 0.12 Multiple Shear MC,UC


lenses and shells (CH4)45.8 84 26 58 0.08 0.6 Bulge MC,UU,AL





M-11 38.0 - 40.0Medium tan and gray clay with

5" clay sand layer (CH2)83.2 0.6 1.17 Yield MC,UU


layer and organics matter

(CH2)



layer and 1/2" sand layers

(CH4)




M-11 58.0 - 60.0Very soft gray clay with 3"

clayey sand layer (CL4)61.0 33 20 13 0.22 1.96 Yield MC,UU,AL

M-11 63.0 - 65.0 Very soft gray clay (CH2) 77.1 0.22 Yield MC,UC






MOISTURE

% WET

STRAIN

% COMMENTS

279 80.8 9

228 89.7 11

205 82.1 6

422 73.7 3

253 81.1 3

635 65.1 7

91 104.8 13

96 101.7 12

149 89.0 3

110 96.2 9

83 99.1 9

88 103.4 8

45 120.7 15

15

89 123.1 11

79 108.4 13

38 106.1 15

65 98.9 4

67 101.8

GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-12 5.0 - 7.0 Very soft black peat (PT) 18.1 345 73 272 0.09 0.52 Bulge MC,UU,AL

M-12 7.0 - 9.0 Very soft brown peat (PT) 12.6 397 67 330 0.08 0.46 Bulge MC,UU,AL

M-12 9.0 - 11.0Very soft brown organic clay

(CHOC)23.4 310 73 237 0.07 0.58 Vertical Shear MC,UU,AL


(CHOB)28.1 162 49 113 0.06 0.14 Bulge MC,UU,AL


(CHOB)50.4 169 36 133 0.06 0.17 Bulge MC,UU,AL


fragments(CL4)66.9 0.06 0.3 Bulge MC,UU

M-12 17.0 - 19.0 Very soft brown peat (PT) 50.0 425 228 197 0.17 0.37 Bulge MC,UU,AL

M-12 19.0 - 21.0Very soft gray clay and with 6"

peat layer (CL6)60.7 0.08 0.45 Bulge MC,UU

M-12 21.0 - 23.0Very soft gray clay with 5"

organic clay layer (CL6)28.2 0.04 0.52 Bulge MC,UU

M-12 23.0 - 25.0Soft gray clay with 6" sand layer

and shell fragments (CL4) 71.7 30 21 9 0.28 0.6 Bulge MC,UU,AL


lenses (CL6)70.8 0.03 0.79 Bulge MC,UU


and 6" silt layer (CL4)42 20 22 MC,AL




M-12 48.0 - 50.0 Loose gray clayey sand (SC) 104.8 0.55 1.54 Yield MC,UU




lenses (CL6)48.8 0.08 1.96 Bulge MC,UU





(CH3)75.3 0.31 Yield MC,UC



lenses (CH3)64.6 0.22 Yield MC,UC66 107.1 15

50 112.9 15

65 108.5 15

62 106.1 10

64 103.3 11

58 112.3 14

47 71.5 12

38 120.0 15

27 132.9 15

49

63 109.6 4

49 106.5 14

49 105.2 8

87 113.6 13

123 62.9 9

66 111.2 5

61 80.5 4

216 88.6 5

81 90.9 5

542 80.7 10

235 78.4 10

MOISTURE

% WET

STRAIN

% COMMENTS

324 76.6 13






GeoEngineers, Inc.




DRAFT

Date: 11/22/2013

BORING

NUMBER FROM - TO

SOIL


(KSF)

CONFINING

PRESSURE (KSF)

TYPE

FAILURE

TEST

TYPE

M-13 5.0 - 7.0 Very soft black peat (PT) 11.2 488 75 413 0.01 0.35 Bulge MC,UU,AL

M-13 7.0 - 9.0Very soft brown and black peat

with 2" clay layer and 5" clay

layer (PT)


M-13 9.0 - 11.0Very soft brown and black

organic clay with 2" clay layer

(CHOC)



matter (CH4)34.2 151 39 112 0.12 Multiple Shear MC,UC,AL


(CH4)40.1 0.07 0.81 Multiple Shear MC,UU


with shells (CHOA)20.8 0.08 Multiple Shear MC,UC


matter (CH4)59.1 89 24 65 0.05 1.04 Bulge MC,UU,AL

M-13 19.0 - 21.0Very soft tan and gray clay

(CH4)50.9 0.11 Multiple Shear MC,UC

M-13 21.0 - 23.0Medium dense silty sand (SM)

74.6 1.73 1.27 Yield MC,UU

M-13 23.0 - 25.0Loose gray clayey sand with silt

(SC)78.8 27 20 7 0.26 Multiple Shear MC,UC,AL

M-13 28.0 - 30.0Very soft gray sandy clay with

shells (CL4)52.3 0.19 1.67 Yield MC,UU


fragments and 4" silt layer

(CH3)



fragments and 2" silt layer CL6) 67.6 0.23 2.25 Yield MC,UU


fragments (CL6)57.5 0.14 Multiple Shear MC,UC


layer (CH4)59.4 82 23 59 0.2 2.82 Multiple Shear MC,UU,AL


layer (CH4)61.0 84 27 57 0.16 Yield MC,UC,AL


layer (CH2)60.5 0.09 3.4 Bulge MC,UU


fragments and 2" layer (CH3)71.3 0.1 Yield MC,UC


(CH3)72.0 79 26 53 0.49 3.97 Multiple Shear MC,UU,AL




M-13 83.0 - 85.0 Soft gray clay (CH3) 75.3 0.35 Yield MC,UC54 115.7 15

54 114.5 15

63 103.6 10

55 110.2 15

53 109.9 8

73 105.6 15

70 102.7 12

81 103.8 14

67 99.4 5

75 99.8 11

52 102.4 15

48 116.5 5

61 84.3 15

94 98.7 4

53 114.0 15

290 81.0 4

74 102.7 3

168 91.7 5

123 89.5 4

448 74.5 14

185 74.8 7

MOISTURE

% WET

STRAIN

% COMMENTS

458 62.7 5






GeoEngineers, Inc.




DRAFT








No.: PM: 7/29/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-14 3-5 vSo, BK and dGr PEAT and CLAY 672.9(PT)

(CHOC)Unable to trim UU Test

due to fibers

M-14 5-7 vSo, dGr PEAT with O and CLAY 567.3 505 127 378 63.1 9.5 55.2 0.1 (PT) % Organic = 27.3

M-14 7-9 vSo, Gr Fat CLAY with O 265.5 76.9 21.0 43.6 0.3 (CH-OC) % Organic = 17.7

M-14 9-11 vSo, Gr Fat CLAY with O Pockets 218.3 71.3 22.3 70.2 0.4 (CH4)

M-14 11-13 vSo, Gr Fat CLAY with O 141.9 206 57 149 80.0 33.0 94.9 0.9 (CHOC)

M-14 14-15 Gr SILT with Clay 36.7 32 30 2 (ML)

M-14 15-16 So, Gr Lean CLAY with Silt and O 40.1 42 25 17 114.5 81.7 345.0 1.9 (CL4)

M-14 17-19 So, Gr Fat CLAY with O Pockets 77.9 96 27 69 100.4 56.5 402.3 2.4 (CH4)


M-14 21-23 vSo, Gr Fat CLAY with O Pockets 103.2 82 26 56 94.9 46.7 183.4 3.5 (CH4)


Issue:B13-018 RM

BoringNo.

Depth(ft) Classification

ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00

Remarks


Con

finin

g P

ress

ure

psi

USCS


DRAFT








No.: PM: 7/29/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-14 26-28 vSo, Gr Fat CLAY with O Pockets 75.8 96.9 55.1 165.1 4.8 (CH4)

M-14 31-33 vSo, Gr Fat CLAY with Tr Shells and S Silt Pockets 60.0 74 27 47 98.5 61.6 127.1 6.1 (CH4)

M-14 36.5-38 Gr S SILT with Silty Clay and Clay Layers 28.5 125.2 97.3 1144.9 7.4 (ML)

M-14 41-43 Gr SILT with Sand 28.4 77.6 (ML)

M-14 46-48 Gr Silty SAND with O Pockets and Clay Pcokets 28.9 37.8 (SM)

M-14 56-58 Gr Silty SAND with Tr O 25.6 32.5 (SM)

M-14 61-62 So, Gr Fat CLAY with Silt Pockets 47.8 115.8 78.3 371.7 14.3 (CH3)

M-14 62-63 Gr SILT with Tr Fine Sand 28.8 96.1 (ML)

M-14 71-73 So, Gr Fat CLAY with Silt Pockets 48.8 79 25 54 105.3 70.8 480.3 (CH3)

M-14 81-83 M, Gr Fat CLAY 53.9 104.1 67.6 525.3 (CH4)


Issue:B13-018 RM

BoringNo.


ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00

Remarks


Con

finin

g P

ress

ure

psi

USCS


DRAFT


The results presented only relate






No.: PM: 7/29/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-15 4-6 vSo, O Fat CLAY 434.5 365 1256 239 (CH-OC)Unable to run UU Test,

too short

M-15 6-8 vSo, dGr O Fat CLAY 344.4 408 111 297 70.1 15.8 45.7 0.2 (CH-OC) % Organic = 32.4

M-15 8-10 vSo, dGr O Fat CLAY with Peat 365.1 66.3 14.3 42.5 0.4 (CH-OC) % Organic = 31.4

M-15 10-12 vSo, dGr O Fat CLAY with Peat 333.3 70.2 16.2 42.5 0.6 (CH-OC) % Organic = 29.4

M-15 12-14 O Clay 562.0 (CH-OA) % Organic = 8.5

M-15 14-16 vSo, BK and Br PEAT with O Clay 562.0 820 557 263 67.4 10.2 113.8 1.7 (PT) % Organic = 44.8

M-15 16-18 vSo, Gr Fat CLAY with SIS and Pockets 107.7 47 27 20 96.5 46.5 73.6 2.2 (CH3)

M-15 18-20 vSo, Gr Fat CLAY with SIS 81.4 104 25 79 93.6 51.6 77.8 2.7 (CH4)


Remarks


Con

finin

g P

ress

ure

psi

USCSBoring

No.Depth

(ft) Classification

ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00


Issue:B13-018 RM


DRAFT








No.: PM: 7/29/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-15 22-24 vSo Gr Fat CLAY with Silt Pockets 83.9 71 21 50 (CH4)

M-15 27-29 vSo Gr Fat CLAY with Silt Pockets 59.2 103.5 65.0 129.4 5.1 (CH3)

M-15 32-33 vSo Gr Fat CLAY with S Silty Layers and Pockets 83.4 104.7 57.0 76.0 6.4 (CH4)

M-15 33-34 Gr Lean Clay with S Silty Layers and Pockets 38.7 50.9 (CL)

M-15 37-39 So, Gr Lean CLAY with Silt and Sand 32.0 35 22 13 113.5 86.1 203.0 7.7 (CL4)

M-15 42-43 Gr Clay with S Silty Pockets 23.9 70.2 (ML)

M-15 47-49 So, Gr S SILT with Clay Pockets and Layers 35.2 33 26 7 119.5 88.3 1094.7 10.3 (ML)

M-15 57-59 vSo to So, Gr Fat CLAY with Tr Silt Pockets 66.9 90 26 64 101.0 60.5 370.0 13.1 (CH4)

M-15 62-64 So, Gr Fat CLAY with SIS 60.8 108.7 67.5 332.6 14.6 (CH4)


Issue:B13-018 RM

BoringNo.


ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00

Remarks


Con

finin

g P

ress

ure

psi

USCS


DRAFT








No.: PM: 8/28/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

Gs

M-16 5-7 vSo, BK O CLAY with Peat 224.9 255 61 194 74.5 23.2 67.9 0.2 2.45 (CHOC)

M-16 7-9 vSo, BK O CLAY with Clay, Peat and Pockets 199.9 279 59 220 78.1 26.0 106.5 0.4 (CHOC) % Organic = 13.4

M-16 9-11 vSo, Gr Fat CLAY with O Pockets 190.0 158 36 122 81.3 28.0 123.1 0.6(CHOA / CHOC)

M-16 11-13 vSo, Gr Fat CLAY with Tr O 102.3 95.0 46.9 104.4 1.1 (CH4)

M-16 13-15 Gr CLAY with Tr Shells 106.4 (CH4)

M-16 15-17 vSo, Gr Fat CLAY with Shells becoming vSo, Gr S SILT with Clay 79.4 59 23 36 111.0 71.8 159.6 2.2 (CH3)

M-16 17-19 So, Gr Silty SAND with Clay Pockets 30.9 117.3 89.5 420.8 3.0 44.2 (SM)


M-16 21-23 Gray Fat CLAY with Tr Shells and O 67.5 (CH3)

M-16 23-25 vSo, Gr Fat CLAY with Tr Shells and O 67.5 76 27 49 97.7 58.3 124.9 4.3 (CH3)

M-16 28-30 vSo, Gr Fat CLAY with Silt & Tr O 68.4 77 24 53 98.4 58.4 137.3 5.6 (CH3) % Organic = 4.3

Remarks


Con

finin

g P

ress

ure

psi

USCSBoring

No.Depth

(ft) Classification

ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00


Issue:B13-018 RM


DRAFT


The results presented only relate






No.: PM: 8/28/2013

D2216 D2166


gdry

pcfU

psfUUpsf G

rave

l

Sand

Silt

Cla

y

M-16 33-35 vSo, Gr Fat CLAY with Siilt Pockets and Tr O 56.6 68 27 41 102.9 65.6 169.1 6.9 (CH3) % Organic = 4.8

M-16 38-40 Gray Sandy SILT 56.6 (ML)

M-16 43-45 Alternate Layers of M, Gr CLAY and Gr Sandy SILT 42.6 116.5 81.7 609.7 9.5 (CH to ML)

M-16 48-50 M, Gr Fat CLAY with S Silt Pockets 40.0 121.6 86.9 587.8 10.8 (CH2)

M-16 53-55 Gr Fat CLAYwith SIS, SS and Tr O 44.5 58 21 37 (CH2)

M-16 58-60 M, Gr Fat CLAY 57.7 101.6 64.4 571.3 13.7 (CH4)

M-16 63-65 M, Gr Fat CLAY with SIS 60.8 90 30 60 100.5 62.4 566.0 15.2 (CH4)

M-16 68-70 So, Gr Fat CLAY 52.9 87 30 57 101.6 66.5 314.6 16.7 (CH4)

M-16 73-75 Gr Fat CLAY with SIS 56.8 (CH4)

M-16 78-80 M, Gr Fat CLAY 46.0 74 24 50 104.3 71.3 468.2 (CH3)

M-16 83-85 So, Gr Fat CLAY 50.0 101.6 67.7 445.1 (CH4)


Issue:B13-018 RM

BoringNo.


ASTM DESIGNATION

Grain Size (%)

% P

assi

ng#2

00

Remarks


Con

finin

g P

ress

ure

psi

USCS


DRAFT

Tested By: AL AL AL AL AJ Checked By: DB

Fugro Consultants, Inc.

Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers

Mid Barataria Diversion

04.55124092

SYMBOL SOURCE

NATURAL

USCSSAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITY

NO. CONTENT LIMIT LIMIT INDEX(%) (%) (%) (%)

SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH

Dashed line indicates the approximateupper limit boundary for natural soils

47

LIQUID AND PLASTIC LIMITS TEST REPORT

M-1 N/A 5 150 349 199 PT

M-1 N/A 7 52 174 122 CHOB

M-1 N/A 9 63 176 113 OH

M-1 N/A 11 24 63 39 CH3

M-1 N/A 15 NP NV NP SM


DRAFT

Tested By: AL AL AL AL AJ Checked By: DB


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-1 N/A 17 31 33 2 ML

M-1 N/A 21 29 78 49 CH4

M-1 N/A 30 66 172 106 CHOA

M-1 N/A 53.5 NP NV NP SM

M-1 N/A 58 24 30 6 ML


DRAFT

Tested By: AL Checked By: KA

LL PL D85 D60 D50 D30 D15 D10 Cc Cu

Material Description USCS AASHTO

Project No. Client: Remarks:Project:

Source of Sample: M-1 Depth: 23 Sample Number: N/A

Source of Sample: M-1 Depth: 35 Sample Number: N/ASource of Sample: M-1 Depth: 38.5 Sample Number: N/A


Baton Rouge, LA Figure

0.1891 0.1442 0.1323 0.1102 0.0869

0.2732 0.2082 0.1904 0.1564 0.1169

GR SP W/ LNS ML SPGR SP W/ LNS ML SPGR ML W/ ARS SM ML

04.55124092 GeoEngineers

PE

RC

EN

T FI

NE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse% Gravel

Fine Coarse Medium% Sand

Fine Silt% Fines

Clay0 0 0 0 1 89 100 0 0 0 1 89 10

72

6 in

.

3 in

.

2 in

.1½

in.

1 in

.¾

in.

½ in

.3/

8 in

.

#4 #10

#20

#30

#40

#60

#100

#140

#200

Particle Size Distribution Report

Mid Barataria Diversion "Confidential Information:

Privileged & Confidential Work

Product"


DRAFT


DRAFT

Tested By: AJ Checked By: DB

TRIAXIAL SHEAR TEST REPORTFugro Consultants, Inc.

Baton Rouge, LA

Client: GeoEngineers

Project: Mid Barataria Diversion

Source of Sample: M-1 Depth: 17

Sample Number: N/A

Proj. No.: 04.55124092 Date Sampled: 8/15/13

Type of Test: Unconsolidated Undrained

Sample Type: UNDISTURBEDDescription: DGR ML W/ WD

LL= 33 PI= 2PL= 31

Assumed Specific Gravity= 2.68Remarks: "Confidential Information: Privileged &

Confidential Work Product"

Figure

Sample No.

Water Content, %Dry Density, pcfSaturation, %Void RatioDiameter, in.Height, in.Water Content, %Dry Density, pcfSaturation, %Void RatioDiameter, in.Height, in.

Strain, %

Strain, %

Strain rate, in./min.Back Pressure, psiCell Pressure, psiFail. Stress, psf

Ult. Stress, psf

1 Failure, psf3 Failure, psf

Initi

alA

t Tes

t

1

39.887.6

117.30.9095

2.705.60

39.887.6

117.30.9095

2.705.601.00

14.3

0.002.811073

107314.3

4051478

Dev

iato

r Stre

ss, p

sf

0

250

500

750

1000

1250

1500

Axial Strain, %

0 5 10 15 20

1

She

ar S

tress

, psf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800


DRAFT

Tested By: AJ Checked By: DB


Project: Mid Barataria DiversionSource of Sample: M-1 Depth: 17 Sample Number: N/A

Project No.: 04.55124092 Figure Fugro Consultants, Inc.

q, p

sf

0

300

600

900

p, psfStress Paths: o indicates peak + indicates end

0 300 600 900 1200 1500 1800

Peak StrengthTotal

a==

tan =

Dev

iato

r Stre

ssps

f

0

300

600

900

1200

1500

0% 10% 20%

1

Dev

iato

r Stre

ssps

f

0

300

600

900

1200

1500

0% 10% 20%

3

Dev

iato

r Stre

ssps

f

0

300

600

900

1200

1500

0% 10% 20%

2

Dev

iato

r Stre

ssps

f

0

300

600

900

1200

1500

0% 10% 20%

4


DRAFT


DRAFT

Tested By: AL AJ AJ Hussein Scaikay AL Checked By: DB


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-2 N/A 5 232 576 344 PT

M-2 N/A 7 193 429 236 PT

M-2 N/A 9 31 112 81 CHOA

M-2 N/A 13 68 212 144 PT

M-2 N/A 17 26 40 14 ML


DRAFT

Tested By: AL AJ AL AJ Checked By: DB


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47


M-2 N/A 23 21 57 36 CH3

M-2 N/A 38 25 93 68 CH4

M-2 N/A 43 26 72 46 CH3

M-2 N/A 48 25 27 2 ML


DRAFT


DRAFT


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PLA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-3 N/A 8 289 571 282 PT

M-3 N/A 10 306 578 272 PT

M-3 N/A 12 47 167 120 CHOB

M-3 N/A 20 37 157 120 OH

M-3 N/A 22 19 51 32 CH2


DRAFT


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PLA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-3 N/A 36 37 140 103 OH

M-3 N/A 46 24 26 2 ML

M-3 N/A 56 29 87 58 CH4


DRAFT


DRAFT

Tested By: AJ AJ AL


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-4 N/A 12 135 379 244 PT

M-4 N/A 14 96 321 225 PT

M-4 N/A 16 96 192 96 OH

M-4 N/A 20 23 42 19 CL4

M-4 N/A 22 NP NV NP ML


DRAFT


DRAFT

Tested By: AL AJ AJ AL AL Checked By: KA


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

20

40

60

80

100

120

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


47


M-5 N/A 8 326 528 202 PT

M-5 N/A 12 71 238 167 PT

M-5 N/A 14 123 344 221 PT

M-5 N/A 29 29 98 69 CH4

M-5 N/A 44 23 26 3 ML


DRAFT

Tested By: AL Checked By: DB


Baton Rouge, LA

Client:

Project:

Project No.: Figure

GeoEngineers


04.55124092

SYMBOL SOURCE

NATURAL



SOIL DATA

PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT

0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL o

r OL

CH o

r OH

ML or OL MH or OH


4

7


M-5 N/A 59 23 28 5 ML


DRAFT


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct

TRIAXIAL SHEAR TEST REPORT

Southern Earth Sciences, Inc.Baton Rouge, LA



Source of Sample: M-6 Depth: 6-8

Proj. No.: B13-018 Date Sampled:

Type of Test:

Unconsolidated Undrained

Sample Type: Undisturbed

Description: PEAT (PT)

Assumed Specific Gravity= 1.5

Remarks: Type Failure:

Bulge

Figure

Sample No.

Water Content, %Dry Density, pcfSaturation, %Void RatioDiameter, in.Height, in.


Strain, %

Strain, %

Strain rate, in./min.

Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

1262.54.9

103.918.2209

2.6205.921

1214.74.9

100.018.2209

2.6205.921

1.001

19.4

0.000

0.280

144.6

40.3

184.9

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

40

80

120

Normal Stress, psf

0 40 80 120 160 200 240

C, psf

f, deg

Tan(f)

Results

72.3

0

0


DRAFT

LIQUID AND PLASTIC LIMITS TEST REPORTP

LA

ST

ICIT

Y I

ND

EX

0

60

120

180

240

300

360

LIQUID LIMIT0 20 40 60 80 110 140 170 200 230 260 290 320 350 380 410 440 470 500 530 560 590 620 650 700

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

100

200

300

400

500

600

700

800

900

1000

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40

MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS

Project No. Client: Remarks:

Project:


Southern Earth Sciences, Inc.


PEAT with O Clay 675 333 342 (PT)

B13-018 GeoEngineers



DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: PEAT with O Clay (PT)

LL= 675 PI= 342PL= 333



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

677.28.6

101.511.3428

2.6755.921

667.28.6

100.011.3428

2.6755.921

1.000

20.0

0.000

0.380

150.1

54.7

204.8

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

40

80

120

Normal Stress, psf

0 40 80 120 160 200 240

C, psf

f, deg

Tan(f)

Results

75.0

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

70

140

210

280

350

420

LIQUID LIMIT0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 500

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

50

100

150

200

250

300

350

400

450

500

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, O Fat CLAY with Peat 437 72 365 (PT)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, O Fat CLAY with Peat

(CH-OC) (PT)

LL= 437 PI= 365PL= 72



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

395.314.6

106.46.6871

2.7105.921

371.514.6

100.06.6871

2.7105.921

1.000

19.6

0.000

0.670

143.2

96.5

239.7

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

40

80

120

Normal Stress, psf

0 40 80 120 160 200 240

C, psf

f, deg

Tan(f)

Results

71.6

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

100

200

300

400

500

600

LIQUID LIMIT0 30 60 90 120 150 180 210 240 270 300 330 360 390 420 450 480 510 540 570 600 630 660 690 720 750 800

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

100

200

300

400

500

600

700

800

900

1000

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, O Fat CLAY with Peat 761 210 551 (PT)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, O Fat CLAY with Peat

(CH-OC) (PT)

LL= 761 PI= 551PL= 210



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

555.010.5

105.57.8937

2.8125.921

526.210.5

100.07.8937

2.8125.921

0.999

20.0

0.000

1.700

158.2

244.8

403.0

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

70

140

210

Normal Stress, psf

0 70 140 210 280 350 420

C, psf

f, deg

Tan(f)

Results

79.1

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with O

(CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

159.633.1

102.84.6554

2.7825.921

155.233.1

100.04.6554

2.7825.921

1.000

13.1

0.000

2.140

183.0

308.2

491.2

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

90

180

270

Normal Stress, psf

0 90 180 270 360 450 540

C, psf

f, deg

Tan(f)

Results

91.5

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with O at Top 95 29 66 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with O at

Top (CH4)

LL= 95 PI= 66PL= 29



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

99.244.093.5

2.97162.7925.921

106.144.0

100.02.9716

2.7925.921

1.000

15.0

0.000

2.680

103.9

385.9

489.9

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

90

180

270

Normal Stress, psf

0 90 180 270 360 450 540

C, psf

f, deg

Tan(f)

Results

52.0

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with O Pockets & Silt Pockets 104 30 74 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets & Silt Pockets (CH4)

LL= 104 PI= 74PL= 30



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

58.858.783.3

1.97732.8445.921

70.658.7

100.01.9773

2.8445.921

0.999

19.9

0.000

3.190

183.9

459.4

643.2

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

110

220

330

Normal Stress, psf

0 110 220 330 440 550 660

C, psf

f, deg

Tan(f)

Results

91.9

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo Gr Fat CLAY 97 30 67 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Silt

Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

100.247.7

105.32.6636

2.7995.921

95.147.7

100.02.6636

2.7995.921

1.001

20.0

0.000

4.270

103.9

614.9

718.7

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

120

240

360

Normal Stress, psf

0 120 240 360 480 600 720

C, psf

f, deg

Tan(f)

Results

51.9

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

16

20

24

28

32

36

40

44

48

52

56

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Silt Pockets 55 24 31 (CH2)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)

LL= 55 PI= 31PL= 24



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

98.150.1

107.42.7403

2.8565.921

91.350.1

100.02.7403

2.8565.921

1.000

19.4

0.000

5.590

149.9

805.0

954.9

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

160

320

480

Normal Stress, psf

0 160 320 480 640 800 960

C, psf

f, deg

Tan(f)

Results

75.0

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

135.939.0

107.33.7999

2.8015.921

126.739.0

100.03.7999

2.8015.921

1.000

14.3

0.000

6.880

231.2

990.7

1221.9

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

115.6

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

71.654.891.6

2.18982.7865.921

78.254.8

100.02.1898

2.7865.921

1.000

19.9

0.000

9.420

152.2

1356.5

1508.7

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

76.1

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

70.952.184.3

2.35572.8135.921

84.152.1

100.02.3557

2.8135.921

0.997

19.6

0.000

10.750

132.5

1548.0

1680.5

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

66.2

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

15

20

25

30

35

40

45

50

55

60

65

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Tr O and Silt Pockets 60 24 36 (CH2)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Tr O

and Silt Pockets (CH2)

LL= 60 PI= 36PL= 24



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

131.139.8

106.23.7057

2.8085.921

123.539.8

100.03.7057

2.8085.921

1.000

19.6

0.000

12.270

151.0

1766.9

1917.9

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

400

800

1200

Normal Stress, psf

0 400 800 1200 1600 2000 2400

C, psf

f, deg

Tan(f)

Results

75.5

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

79.057.5

105.02.2579

2.7625.921

75.357.5

100.02.2579

2.7625.921

1.000

18.3

0.000

13.680

165.4

1969.9

2135.3

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

400

800

1200

Normal Stress, psf

0 400 800 1200 1600 2000 2400

C, psf

f, deg

Tan(f)

Results

82.7

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Fat CLAY with Silt

Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

67.260.298.7

1.90522.7745.921

68.060.2

100.01.9052

2.7745.921

1.000

9.6

0.000

15.100

275.6

2174.4

2450.0

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

137.8

0

0


DRAFT

Project

Project No.

Boring No. Natural WC:

Depth, ft. 6 - 8 Preparation:

Cup No. 1077 No. Points:

0 Estimated or Tested

Original sample description:

Liquid Limit = 591 Date: 7/25/2013

Plastic Limit = 211 Tested By: BH

MH Plasticity Index = 380 Checked By: RW

NOTES:

18274-001-00

NOTE: This test is performed only on that portion of the soil that passes the No. 40 sieve. Therefore, the relative contribution of this portion of the soil to the properties of the

sample as a whole must be considered when using these tests to evaluate properties of a soil.

This report may not be reproduced, except in full, without written approval of GeoEngineers, Inc. Test results are applicable only to the specific sample on which the test was

performed, and should not be interpreted as representative of samples obtained at other times or locations, or generated by other operations or processes. Test(s) were

performed in general accordance with the the referenced method(s). Any deviations are documented in the notes section.

#DIV/0!

Wet (as-received)

Classification (fraction passing No. 40

sieve)

M-7

LA CPRA - Mid-Barataria Diversion (BA-153), Plaquemines Parish, LA

11955 Lakeland Park Blvd Suite 100 Baton Rouge, LA 70809 (225)-293-

2460

0.0

ATTERBERG LIMITS - ASTM D4318

Percent Retained on No. 40

Very soft dark gray peat (PT)

ATTERBERG LIMITS DETERMINATION - ASTM D4318/AASHTO T-89, T-90


18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML

PLASTICITY CHART ASTM D 2487 "U" LINE


DRAFT

Project

Project No.








MH Plasticity Index = 170 Checked By: OS

NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-7



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








MH Plasticity Index = 93 Checked By: SC

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft dark gray organic clay CHOB)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.







Plastic Limit = 378 Tested By: SC


NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CH Plasticity Index = 46 Checked By: RW

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft gray clay with organic matter (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CL Plasticity Index = 16 Checked By: SC

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft gray clay (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.







Plastic Limit = 21 Tested By: MM


NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft gray clay with 3" sand layer (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CH Plasticity Index = 49 Checked By: SC

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.







Plastic Limit = 21 Tested By: GW


NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft gray clay (CH2)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-7



2460

0.0



Very soft gray clay with 2" silt layer (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 122

Sample 1

Failure Multiple Shear

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3

WATER CONTENT % 531.12

DRY DENSITY, PCF 11.36

WET DENSITY, PCF 71.67

SATURATION % 103.68

VOID RATIO 13.68

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.65

LL PL PI 2.68

0.30

ASSUMED

SPECIFIC

GRAVITY 244.00

REMARKS 8.30

0.02

292.96

48.96

BORING NO. 0 TEST TYPE

PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY

11955 Lakeland Park Blvd Suite 100 Baton Rouge, LA 70809 (225)-293-2460

Data Entry Sheet For Compression - 2010 Version

ATTERBERG

LIMIT

RESULTS

SC///JB/JK//

6 - 8

LA CPRA - Mid-Barataria Diversion (BA-153), Plaquemines Parish, LA 6/18/2013

AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.

UU INITIAL HEIGHT, IN

18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray peat (PT)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INITIAL DIAMETER, IN

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 108

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 106.70

VOID RATIO 7.45

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.68

LL PL PI 2.72

0.40

ASSUMED

SPECIFIC

GRAVITY 216.00

REMARKS 12.83

0.03

275.04

59.04


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JK/JB//

8 - 10


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 107

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 103.87

VOID RATIO 4.21

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.73

LL PL PI 2.78

0.80

ASSUMED

SPECIFIC

GRAVITY 214.00

REMARKS 3.95

0.01

326.32

112.32


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray organic clay (CHOB)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JB//

10 - 12


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 109Sample 1Failure Vertical Shear

Sample 2Failure #N/A



1 2 3




SATURATION % 101.8203308

VOID RATIO 4.795471673

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.723333333

LL PL PI 2.8225

0

ASSUMED

SPECIFIC

GRAVITY 109.48

REMARKS 0.11

0.050458337

258.7426958

39.7913665


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray organic clay CHOB)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.

UC INITIAL HEIGHT, IN


ATTERBERG

LIMIT

RESULTS

SC///JB//

12 - 14


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 19

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 103.92

VOID RATIO 4.50

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.76

1.80

ASSUMED

SPECIFIC

GRAVITY 38.00

REMARKS 1.93

-0.01

315.92

277.92


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray organic clay (CHOB)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JB//

14 - 16


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.005

0.010

0.015

0.020

0.025

0.030

0.035

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 21

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 101.07

VOID RATIO 19.06

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.76

LL PL PI 2.78

2.30

ASSUMED

SPECIFIC

GRAVITY 42.00

REMARKS 6.29

0.01

373.20

331.20


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JB//

16 - 18


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 78Sample 1Failure Multiple Shear




1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.633333333

LL PL PI 2.8

0

ASSUMED

SPECIFIC

GRAVITY 156.00

REMARKS 6.35

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

18 - 20


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with organic matter (CH4)

M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00

MOHR'S CIRCLE NOT SHOWN

STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 137Sample 1Failure Yield




1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.666666667

LL PL PI 2.745

0

ASSUMED

SPECIFIC

GRAVITY 274.00

REMARKS 15.00

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

20 - 22


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay (CL4)

M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 142

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 100.20

VOID RATIO 0.82

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.63

LL PL PI 2.74

3.90

ASSUMED

SPECIFIC

GRAVITY 284.00

REMARKS 14.61

0.04

851.36

567.36


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 3" sand layer (CL4)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///JB//

22 - 24


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

500

0 100 200 300 400 500 600 700 800 900 1000

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 71

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 117.84

VOID RATIO 2.08

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.60

LL PL PI 2.75

4.40

ASSUMED

SPECIFIC

GRAVITY 142.00

REMARKS 10.32

0.03

769.84

627.84


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///JB//

24 - 26


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay (CH3)

M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.73

LL PL PI 2.785

0

ASSUMED

SPECIFIC

GRAVITY 202.00

REMARKS 14.82

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

29 - 31


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 147

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 114.51

VOID RATIO 2.78

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.84

LL PL PI 2.93

6.80

ASSUMED

SPECIFIC

GRAVITY 294.00

REMARKS 7.57

0.02

1277.52

983.52


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

34 - 36


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.776666667

LL PL PI 2.7275

0

ASSUMED

SPECIFIC

GRAVITY 226.00

REMARKS 12.58

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

39 - 41


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 134

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 104.39

VOID RATIO 1.24

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.69

LL PL PI 2.81

9.70

ASSUMED

SPECIFIC

GRAVITY 268.00

REMARKS 14.84

0.04

1644.64

1376.64


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///JB//

44 - 46


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.693333333

LL PL PI 2.67

0

ASSUMED

SPECIFIC

GRAVITY 166.00

REMARKS 12.34

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

49 - 51


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 2" silt layer (CH4)

M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 145

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 93.49

VOID RATIO 1.75

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.93

LL PL PI 2.78

12.50

ASSUMED

SPECIFIC

GRAVITY 290.00

REMARKS 9.08

0.02

2084.24

1794.24


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shells and sand lenses (CH3)

M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

RW///JK//

54 - 56


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 155

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 123.41

VOID RATIO 0.90

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.61

LL PL PI 2.74

13.90

ASSUMED

SPECIFIC

GRAVITY 310.00

REMARKS 4.65

0.01

2315.92

2005.92


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///JB//

59 - 61


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 161

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 100.31

VOID RATIO 1.81

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.84

LL PL PI 2.79

15.50

ASSUMED

SPECIFIC

GRAVITY 322.00

REMARKS 15.01

0.04

2554.00

2232.00


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

RW///JK//

64 - 66


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-7 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-8



2460

0.0



Very soft dark gray peat with clay (PT)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-8



2460

0.0



Very soft dark gray organic clay (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-8



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-8



2460

0.0



Very soft dark gray peat with 3" clay layer (PT)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-8



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-8



2460

0.0



Very soft gray clay with organic matter, and 2" sand layer (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CL-ML Plasticity Index = 6 Checked By: SC

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-8



2460

0.0



Medium dense gray clayey silt with sand (ML)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-8



2460

0.0



Soft gray clay (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 43

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 96.83

VOID RATIO 18.44

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.70

0.60

ASSUMED

SPECIFIC

GRAVITY 86.00

REMARKS 12.08

0.03

1036.40

950.40


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JK//

6 - 8


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 80

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 92.12

VOID RATIO 13.12

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.94

LL PL PI 2.73

1.00

ASSUMED

SPECIFIC

GRAVITY 160.00

REMARKS 10.32

0.03

308.32

148.32


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray peat with clay (PT)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

8 - 10


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 136

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 96.46

VOID RATIO 6.54

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.64

LL PL PI 2.78

0.80

ASSUMED

SPECIFIC

GRAVITY 272.00

REMARKS 5.55

0.01

387.20

115.20


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JK//

10 - 12


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray organic clay (CHOC)

M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 110

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 93.41

VOID RATIO 5.58

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.90

LL PL PI 2.79

1.70

ASSUMED

SPECIFIC

GRAVITY 220.00

REMARKS 9.07

0.02

466.24

246.24


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray organic clay (CHOB)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

12 - 14


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.76

LL PL PI 2.8325

0

ASSUMED

SPECIFIC

GRAVITY 242.00

REMARKS 6.58

0.042

296.6192

54.6192


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

14 - 16


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 117

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 95.82

VOID RATIO 12.76

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:6.02

LL PL PI 2.80

2.50

ASSUMED

SPECIFIC

GRAVITY 234.00

REMARKS 7.32

0.02

589.68

355.68


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

16 - 18


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 145

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 82.48

VOID RATIO 4.40

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:6.03

LL PL PI 2.80

2.90

ASSUMED

SPECIFIC

GRAVITY 290.00

REMARKS 11.57

0.03

710.48

420.48


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray peat with 3" clay layer (PT)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

18 - 20


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.753333333

LL PL PI 2.85

0

ASSUMED

SPECIFIC

GRAVITY 144.00

REMARKS 14.10

0.071

260.784

116.784


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

20 - 22


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 64Sample 1Failure Bulge




1 2 3




SATURATION % 97.02

VOID RATIO 1.76

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.90

LL PL PI 2.79

3.80

ASSUMED

SPECIFIC

GRAVITY 64.00

REMARKS 3.86

0.01

680.96

552.96


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

22 - 24


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.100

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 64

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 97.02

VOID RATIO 1.76

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.90

LL PL PI 2.79

3.80

ASSUMED

SPECIFIC

GRAVITY 128.00

REMARKS 3.86

0.01

680.96

552.96


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

22 - 24


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.100

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.63

LL PL PI 2.6225

0

ASSUMED

SPECIFIC

GRAVITY 292.00

REMARKS 6.10

0.118

341.4352

49.4352


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

29 - 31


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with trace of silt and organic matter (CH4)

M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 107

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 74.84

VOID RATIO 1.44

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.92

LL PL PI 2.80

7.00

ASSUMED

SPECIFIC

GRAVITY 214.00

REMARKS 5.81

0.02

1219.12

1005.12


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with organic matter, and 2" sand layer (CH4)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

34 - 36


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 520

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 105.52

VOID RATIO 0.75

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.86

LL PL PI 2.84

8.30

ASSUMED

SPECIFIC

GRAVITY 1040.00

REMARKS 15.03

0.00

2233.76

1193.76


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONMedium dense gray clayey silt with sand (ML)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

39 - 41


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 951

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 96.56

VOID RATIO 0.82

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.89

LL PL PI 2.86

9.60

ASSUMED

SPECIFIC

GRAVITY 1902.00

REMARKS 15.02

0.00

3252.72

1350.72


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONMedium dense gray silty sand with clay seams (SM)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

SC///JK//

44 - 46


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.200

0.400

0.600

0.800

1.000

1.200

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 213

Sample 1

Failure Bulge

Sample 2

Failure #N/A

0.04

2007.12

1581.12


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONMedium dense gray clayey sand (SC)

M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

49 - 51


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 422Sample 1Failure Vertical Shear




1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.703333333

LL PL PI 2.905

0

ASSUMED

SPECIFIC

GRAVITY 844.00

REMARKS 14.09

0.422

959.632

115.632


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

59 - 61


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray clay (CH3)

M-8 SAMPLE NO.

ULTIMATE STRESS, %


0

100

200

300

400

500

600

0 200 400 600 800 1000 1200

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.45

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 428

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 121.21

VOID RATIO 1.43

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.30

LL PL PI 2.64

15.40

ASSUMED

SPECIFIC

GRAVITY 856.00

REMARKS 5.54

0.02

3057.76

2201.76


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-8 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

64 - 66


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.400

0.450

0.500

0.00 5.00 10.00 15.00 20.00


DRAFT

Project

Project No.








MH Plasticity Index = 81 Checked By: OS

NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-9



2460

0.0



Very soft gray organic clay (CHOB)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Very soft black peat (PT)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Very soft gray organic clay (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Very soft gray clay with 3" sand layer and wood (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Very soft gray clay with sand lenses (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-9



2460

0.0



Soft gray organic clay with 4" peat layer (CHOA)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CH Plasticity Index = 48 Checked By: OS

NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-9



2460

0.0



Very soft gray clay with silt lenses (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Very soft gray clay with silt lenses (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-9



2460

0.0



Soft gray clay with silt lenses (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 107

Sample 1 Failure Yield

Sample 2 Failure #N/A

Sample 3 Failure #N/ASample 4 Failure #N/A

1 2 3




SATURATION % 102.30

VOID RATIO 11.61

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.68

LL PL PI 2.77

0.20

ASSUMED SPECIFIC GRAVITY 214.00

REMARKS 15.01

0.04

239.92

25.92


PROJECT NAMEDATED SAMPLED

PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB//

5 - 7


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray organic clay (CHOB)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 105

Sample 1 Failure Multiple Shear



1 2 3




SATURATION % 97.51

VOID RATIO 10.64

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.24

LL PL PI 2.76

0.40


REMARKS 9.56

0.03

277.68

67.68



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///TC//

7 - 9


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft black peat (PT)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 232




1 2 3




SATURATION % 96.47

VOID RATIO 5.16

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.73

LL PL PI 2.74

0.50


REMARKS 6.80

0.02

524.48

60.48



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB//

9 - 11


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray organic clay (CHOC)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 75

Sample 1 Failure Bulge



1 2 3




SATURATION % 121.83

VOID RATIO 1.93

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.61

LL PL PI 2.73

1.00


REMARKS 11.07

0.03

296.88

146.88



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB//

11 - 13


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 3" sand layer and wood (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 175




1 2 3




SATURATION % 104.03

VOID RATIO 1.08

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.72

LL PL PI 2.74

1.60


REMARKS 14.83

0.04

561.68

211.68



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB/JK//

13 - 15


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay (CL4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 143




1 2 3




SATURATION % 105.44

VOID RATIO 1.47

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.92

LL PL PI 2.78

2.10


REMARKS 8.55

0.02

584.08

298.08



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB/JK//

15 - 17


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 1" sand layer (CL4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 134




1 2 3




SATURATION % 120.28

VOID RATIO 1.88

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.70

2.50


REMARKS 6.57

0.02

633.76

365.76



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JK//

17 - 19


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with sand lenses (CH3)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.786666667

LL PL PI 2.7875

0

ASSUMED

SPECIFIC

GRAVITY 610.62

REMARKS 2.64

0.15887665

632.6282963

22.01792893


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

19 - 21


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray organic clay with 4" peat layer (CHOA)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 156

Sample 1 Failure Vertical Shear



1 2 3




SATURATION % 109.55

VOID RATIO 1.78

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.97

LL PL PI 2.77

3.60


REMARKS 2.24

0.01

733.92

421.92



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB/JK//

21 - 23


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with silt lenses (CH3)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 176




1 2 3




SATURATION % 101.40

VOID RATIO 2.12

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.96

LL PL PI 2.83

4.20


REMARKS 11.57

0.03

958.24

606.24



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB/JK//

23 - 25


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with organic matter (CH3)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

100

200

300

400

500

600

0 200 400 600 800 1000 1200

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.75

LL PL PI 2.7725

0

ASSUMED

SPECIFIC

GRAVITY 318.78

REMARKS 9.86

0.146645469

400.4383749

81.66393503


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

28 - 30


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay CH3)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 113




1 2 3




SATURATION % 111.19

VOID RATIO 1.98

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.75

LL PL PI 2.83

6.80


REMARKS 8.56

0.02

1199.44

973.44



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

33 - 35


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 99




1 2 3




SATURATION % 96.74

VOID RATIO 2.26

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.71

LL PL PI 2.76

8.10


REMARKS 11.83

0.03

1334.16

1136.16



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

38 - 40


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with organic matter and 3" peat layer (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 105




1 2 3




SATURATION % 115.00

VOID RATIO 1.55

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.62

LL PL PI 2.72

9.30


REMARKS 11.07

0.03

1513.20

1303.20



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

43 - 45


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 87




1 2 3




SATURATION % 119.69

VOID RATIO 1.93

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.56

LL PL PI 2.74

10.70


REMARKS 6.84

0.02

1691.76

1517.76



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

48 - 50


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with silt lenses (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.723333333

LL PL PI 2.805

0

ASSUMED

SPECIFIC

GRAVITY 263.70

REMARKS 14.09

0.130911292

379.7242143

116.0289137


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

53 - 55


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with silt lenses (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.733333333

LL PL PI 2.7975

0

ASSUMED

SPECIFIC

GRAVITY 157.84

REMARKS 14.60

0.078772701

278.2705897

120.4285157


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

58 - 60


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 157




1 2 3




SATURATION % 126.00

VOID RATIO 1.33

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.72

LL PL PI 2.70

15.10


REMARKS 13.58

0.04

2469.68

2155.68



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

63 - 65


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with silt lenses and 1" sand layer (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 317

Sample 1Failure Yield




1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.726666667

LL PL PI 2.845

0

ASSUMED

SPECIFIC

GRAVITY 633.84

REMARKS 14.83

0.316482783

756.1782906

122.3366619


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

68 - 70


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray clay with silt lenses (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.703333333

LL PL PI 2.8325

0

ASSUMED

SPECIFIC

GRAVITY 250.14

REMARKS 15.00

0

373.2724905

123.1424041


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

73 - 75


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with silt lenses and 1" silt layer (CH4)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 290




1 2 3




SATURATION % 103.36

VOID RATIO 0.69

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.68

LL PL PI 2.70

19.60


REMARKS 14.84

0.04

3435.52

2855.52



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///JB//

78 - 80


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Soft gray clay with silt lenses and 3" sand layer (CH2)

M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.69

LL PL PI 2.77

0

ASSUMED

SPECIFIC

GRAVITY 258.30

REMARKS 14.82

0.128980004

379.768629

121.4665949


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

83 - 85


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-9 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT

Project

Project No.







Plastic Limit = 50 Tested By: sc


NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft black organic clay (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.







Plastic Limit = 55 Tested By: bh

MH Plasticity Index = 84 Checked By: sc

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft gray organic clay (CHOA)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Soft gray clay (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CL Plasticity Index = 17 Checked By: sc

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft brown and gray clay with sand lenses (CL6)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft gray clay (CL6)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft gray clay with sand lenses (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CH Plasticity Index = 47 Checked By: sc

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-10



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0



Very soft gray clay with 1/2" sand layer (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-10



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 66

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 107.82

VOID RATIO 12.27

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.46

LL PL PI 2.69

2.40

ASSUMED

SPECIFIC

GRAVITY 132.00

REMARKS 14.83

0.04

479.04

347.04


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft black peat (PT)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

sc///TC//

7 - 9


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.863333333

LL PL PI 2.7325

0

ASSUMED

SPECIFIC

GRAVITY 166.00

REMARKS 6.59

0.079

212.1376

46.1376


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

9 - 11


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray organic clay (CHOA)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 323

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 112.45

VOID RATIO 0.96

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.19

LL PL PI 2.82

4.80

ASSUMED

SPECIFIC

GRAVITY 646.00

REMARKS 14.33

0.04

1338.64

692.64


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray clay (CL4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

sc///TC//

11 - 13


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.400

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.246666667

LL PL PI 2.76

0

ASSUMED

SPECIFIC

GRAVITY 156.00

REMARKS 11.63

0.077

243.912

87.912


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

13 - 15


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft brown and gray clay with sand lenses (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 86

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 105.95

VOID RATIO 2.12

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.01

LL PL PI 2.79

6.40

ASSUMED

SPECIFIC

GRAVITY 172.00

REMARKS 9.06

0.02

1102.24

930.24


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 3" shell and sand layer (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

15 - 17


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.46

LL PL PI 2.8875

0

ASSUMED

SPECIFIC

GRAVITY 262.00

REMARKS 14.92

0.131

357.8176

95.8176


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

17 - 19


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 263

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 104.77

VOID RATIO 1.09

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.44

LL PL PI 2.76

8.00

ASSUMED

SPECIFIC

GRAVITY 526.00

REMARKS 13.07

0.03

1724.08

1198.08


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray clay with shell fragments (CL4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

19 - 21


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.14

LL PL PI 2.79

0

ASSUMED

SPECIFIC

GRAVITY 390.00

REMARKS 2.13

0.002

405.7392

15.7392


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

21 - 23


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 1" sand layer (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450 500

0.00

0.05

0.10

0.15

0.20

0.25

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 198

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 104.17

VOID RATIO 1.16

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.21

LL PL PI 2.76

9.60

ASSUMED

SPECIFIC

GRAVITY 396.00

REMARKS 4.04

0.01

1726.56

1330.56


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with sand lenses (CL4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

23 - 25


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.24

LL PL PI 2.845

0

ASSUMED

SPECIFIC

GRAVITY 256.00

REMARKS 4.57

0.108

290.4736

34.4736


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

28 - 30


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 91

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 106.84

VOID RATIO 1.79

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.27

LL PL PI 2.80

13.60

ASSUMED

SPECIFIC

GRAVITY 182.00

REMARKS 11.58

0.03

2061.20

1879.20


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell fragments (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

33 - 35


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.873333333

LL PL PI 2.905

0

ASSUMED

SPECIFIC

GRAVITY 96.00

REMARKS 14.41

0.048

197.0592

101.0592


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

38 - 40


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

0 50 100 150 200 250

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 81

Sample 1

Failure Yield

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 110.17

VOID RATIO 2.34

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.79

LL PL PI 2.82

17.60

ASSUMED

SPECIFIC

GRAVITY 162.00

REMARKS 12.31

0.03

2628.72

2466.72


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

43 - 45


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.316666667

LL PL PI 2.7775

0

ASSUMED

SPECIFIC

GRAVITY 180.00

REMARKS 14.11

0.089

288.072

108.072


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

48 - 50


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell traces and 5" sand layer (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.10

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 58

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 114.71

VOID RATIO 1.14

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.00

LL PL PI 2.69

21.60

ASSUMED

SPECIFIC

GRAVITY 116.00

REMARKS 8.57

0.02

3206.24

3090.24


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 4" sand layer and shell fragments (CL6)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

53 - 55


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.196666667

LL PL PI 2.815

0

ASSUMED

SPECIFIC

GRAVITY 456.00

REMARKS 14.87

0.228

567.3408

111.3408


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

58 - 60


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 1/2" sand layer (CH4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.00

0.05

0.10

0.15

0.20

0.25

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 289

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 111.90

VOID RATIO 1.61

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.40

LL PL PI 2.79

25.60

ASSUMED

SPECIFIC

GRAVITY 578.00

REMARKS 13.83

0.04

4274.48

3696.48


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONSoft gray clay with shells (CH4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

63 - 65


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

3000

0 1000 2000 3000 4000 5000 6000

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.88

LL PL PI 2.775

0

ASSUMED

SPECIFIC

GRAVITY 1196.00

REMARKS 3.65

0.083

1221.6176

25.6176


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

68 - 70


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONMedium gray clay (CH4)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

100

200

300

400

500

600

700

800

0 200 400 600 800 1000 1200 1400 1600

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 217

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 101.69

VOID RATIO 1.45

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.70

LL PL PI 2.84

29.60

ASSUMED

SPECIFIC

GRAVITY 434.00

REMARKS 13.57

0.03

4712.24

4278.24


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

73 - 75


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

3000

0 1000 2000 3000 4000 5000 6000

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.833333333

LL PL PI 2.8375

0

ASSUMED

SPECIFIC

GRAVITY 1252.00

REMARKS 7.15

0.413

1311.9904

59.9904


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

78 - 80


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONMedium gray clay with silt lenses (CH3)

M-10 SAMPLE NO.

ULTIMATE STRESS, %


0

100

200

300

400

500

600

700

800

0 200 400 600 800 1000 1200 1400 1600

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 427

Sample 1


Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 226.29

VOID RATIO 0.70

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:3.64

LL PL PI 2.82

33.60

ASSUMED

SPECIFIC

GRAVITY 854.00

REMARKS 7.32

0.02

5669.36

4815.36


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-10 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG

LIMIT

RESULTS

OS///TC//

83 - 85


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

3000

3500

0 1000 2000 3000 4000 5000 6000 7000

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.400

0.450

0.500

0.00 5.00 10.00 15.00 20.00


DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0



Very soft dark gray organic clay (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0



Very soft gray clay with organic matter (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0



Very soft gray clay with sand lenses and shells (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0



Very soft gray clay with 1" sand layer and 1/2" sand layers (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-11



2460

0.0



Very soft gray clay with 3" clayey sand layer (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 85




1 2 3




SATURATION % 109.26

VOID RATIO 6.81

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.48

LL PL PI 2.61

0.20


REMARKS 8.81

0.02

236.24

66.24



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft dark gray peat (PT)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

OS///JB//

5 - 7


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 70




1 2 3




SATURATION % 119.47

VOID RATIO 5.08

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.72

LL PL PI 2.66

2.90


REMARKS 10.84

0.03

546.08

406.08



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft dark gray organic clay (CHOC)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

7 - 9


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 114




1 2 3




SATURATION % 105.52

VOID RATIO 5.20

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.70

3.70


REMARKS 5.55

0.02

762.24

534.24



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray organic clay (CHOC)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

9 - 11


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 129Sample 1 Failure Multiple Shear



1 2 3




SATURATION % 104.18

VOID RATIO 10.80

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.76

1.00


REMARKS 2.34

0.01

816.72

558.72



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

SC///JB//

11 - 13


AT

TES

T

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

500

0 100 200 300 400 500 600 700 800 900 1000

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 2




1 2 3




SATURATION % 108.05

VOID RATIO 6.25

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.68

LL PL PI 2.77

1.60


REMARKS 2.54

-0.02

234.40

230.40



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft dark gray organic clay (CHOC)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

13 - 15


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.002

0.004

0.006

0.008

0.010

0.012

0.014

0.016

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 11




1 2 3




SATURATION % 95.15

VOID RATIO 17.80

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.68

LL PL PI 2.80

2.10


REMARKS 6.54

0.00

318.64

296.64



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

15 - 17


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.005

0.010

0.015

0.020

0.025

0.030

0.035

0.040

0.045

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 96




1 2 3




SATURATION % 119.39

VOID RATIO 2.04

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.72

2.60


REMARKS 13.33

0.04

563.52

371.52



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with organic matter (CL4)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

17 - 19


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.74

LL PL PI 2.7975

0

ASSUMED

SPECIFIC

GRAVITY 232.00

REMARKS 2.95

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

21 - 23


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell fragments (CH2)

M-11 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 75




1 2 3




SATURATION % 111.27

VOID RATIO 2.64

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.90

LL PL PI 2.78

4.20


REMARKS 8.08

0.02

754.80

604.80



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with sand lenses and shells (CH4)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

OS///JK//

23 - 25


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 86




1 2 3




SATURATION % 106.61

VOID RATIO 2.08

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.70

LL PL PI 2.82

5.50


REMARKS 8.55

0.02

964.00

792.00



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

28 - 30


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

100

200

300

400

500

600

0 200 400 600 800 1000 1200

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 46




1 2 3




SATURATION % 115.68

VOID RATIO 2.03

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.53

LL PL PI 2.83

6.80


REMARKS 7.04

0.02

1069.76

977.76



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

33 - 35


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 601




1 2 3




SATURATION % 119.83

VOID RATIO 1.00

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.76

LL PL PI 2.83

8.10


REMARKS 15.01

0.04

2342.48

1140.48



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Medium tan and gray clay with 5" clay sand layer (CH2)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

38 - 40


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 128




1 2 3




SATURATION % 152.37

VOID RATIO 1.56

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.01

LL PL PI 2.83

9.40


REMARKS 10.57

0.03

1605.28

1349.28



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 2" sand layer and organics matter (CH2)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

43 - 45


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 168




1 2 3




SATURATION % 120.14

VOID RATIO 1.75

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.70

LL PL PI 2.74

10.70


REMARKS 12.81

0.03

1849.44

1513.44



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 1" sand layer and 1/2" sand layers (CH4)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

48 - 50


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.763333333

LL PL PI 2.7975

0

ASSUMED

SPECIFIC

GRAVITY 716.00

REMARKS 3.63

0.208

746.1248

30.1248


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

53 - 55


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 215




1 2 3




SATURATION % 103.22

VOID RATIO 1.73

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.76

LL PL PI 2.82

13.60


REMARKS 13.06

0.03

2361.04

1931.04



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 3" clayey sand layer (CL4)

M-11 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///JB//

58 - 60


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.763333333

LL PL PI 2.755

0

ASSUMED

SPECIFIC

GRAVITY 438.00

REMARKS 13.84

0.219

552.768

114.768


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

63 - 65


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-11 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.00

0.05

0.10

0.15

0.20

0.25

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-12



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-12



2460

0.0



Very soft brown peat (PT)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0



Very soft brown organic clay (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0



Very soft dark gray organic clay (CHOB)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-12



2460

0.0



Very soft dark gray organic clay (CHOB)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0



Very soft brown peat (PT)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CL Plasticity Index = 9 Checked By: RW

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0



Soft gray clay with 6" sand layer and shell fragments (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.








CL Plasticity Index = 22 Checked By: OS

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0



Soft gray clay with silt lenses and 6" silt layer (CL4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-12



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 88




1 2 3




SATURATION % 105.17

VOID RATIO 8.22

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.46

LL PL PI 2.73

3.60


REMARKS 13.08

0.03

705.92

529.92



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

OS///TC//

5 - 7


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 76




1 2 3




SATURATION % 118.04

VOID RATIO 12.26

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.91

LL PL PI 2.63

3.20


REMARKS 10.07

0.03

618.56

466.56



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft brown peat (PT)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

7 - 9


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 67

Sample 1 Failure Vertical Shear



1 2 3




SATURATION % 102.49

VOID RATIO 6.13

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.60

LL PL PI 2.73

4.00


REMARKS 10.07

0.03

715.76

581.76



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft brown organic clay (CHOC)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

9 - 11


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.100

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 59




1 2 3




SATURATION % 116.56

VOID RATIO 4.94

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.52

LL PL PI 2.73

1.00


REMARKS 3.94

0.01

260.56

142.56



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft dark gray organic clay (CHOB)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

11 - 13


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 60




1 2 3




SATURATION % 93.12

VOID RATIO 2.31

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.05

LL PL PI 2.82

1.20


REMARKS 5.32

0.01

285.60

165.60



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft dark gray organic clay (CHOB)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

13 - 15


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 61




1 2 3




SATURATION % 118.66

VOID RATIO 1.49

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.32

LL PL PI 2.74

2.10


REMARKS 5.30

0.01

421.52

299.52



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with shells fragments(CL4)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

15 - 17


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.100

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 171




1 2 3




SATURATION % 69.75

VOID RATIO 2.33

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.71

LL PL PI 2.77

2.60


REMARKS 4.05

0.01

727.92

385.92



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft brown peat (PT)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

17 - 19


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

0.180

0.200

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 80




1 2 3




SATURATION % 133.09

VOID RATIO 1.74

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.72

LL PL PI 2.78

3.10


REMARKS 12.83

0.03

623.68

463.68



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay and with 6" peat layer (CL6)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

19 - 21


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 37




1 2 3




SATURATION % 66.89

VOID RATIO 4.92

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.16

LL PL PI 2.90

3.60


REMARKS 8.57

0.02

599.60

525.60



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 5" organic clay layer (CL6)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

21 - 23


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 282




1 2 3




SATURATION % 97.92

VOID RATIO 1.33

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.33

LL PL PI 2.78

4.20


REMARKS 14.09

0.04

1188.96

624.96



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Soft gray clay with 6" sand layer and shell fragments (CL4)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

23 - 25


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT

C, PSF 31

Sample 1

Failure Bulge

Sample 2

Failure #N/A

Sample 3

Failure #N/A

Sample 4

Failure #N/A

1 2 3




SATURATION % 95.98

VOID RATIO 1.36

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.10

LL PL PI 2.99

5.50

ASSUMED

SPECIFIC

GRAVITY 62.00

REMARKS 8.32

0.02

865.52

803.52


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///TC//

28 - 30


AT

TE

ST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with silt lenses (CL6)

M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

500

0 100 200 300 400 500 600 700 800 900 1000

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.703333333

LL PL PI 2.725

0

ASSUMED

SPECIFIC

GRAVITY 370.00

REMARKS 3.83

0.15

401.464

31.464


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

38 - 40


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.18

0.20

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.773333333

LL PL PI 2.7375

0

ASSUMED

SPECIFIC

GRAVITY 254.00

REMARKS 14.61

0.127

375.3632

121.3632


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

43 - 45


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 554




1 2 3




SATURATION % 121.37

VOID RATIO 0.59

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.35

LL PL PI 2.68

10.70


REMARKS 14.83

0.04

2611.36

1503.36



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Loose gray clayey sand (SC)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

48 - 50


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.723333333

LL PL PI 2.8025

0

ASSUMED

SPECIFIC

GRAVITY 534.00

REMARKS 13.84

0.266

647.9904

113.9904


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

53 - 55


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 78




1 2 3




SATURATION % 51.49

VOID RATIO 2.42

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.48

LL PL PI 3.51

13.60


REMARKS 11.83

0.03

2091.36

1935.36



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with silt lenses (CL6)

M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

58 - 60


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.73

LL PL PI 2.7825

0

ASSUMED

SPECIFIC

GRAVITY 594.00

REMARKS 9.84

0.288

675.1728

81.1728


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

63 - 65


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 89




1 2 3




SATURATION % 103.47

VOID RATIO 1.64

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.41

LL PL PI 2.80

16.60


REMARKS 10.59

0.03

2515.12

2337.12



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

SC///TC//

68 - 70


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.72

LL PL PI 2.835

0

ASSUMED

SPECIFIC

GRAVITY 628.00

REMARKS 15.01

0

751.6096

123.6096


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JK//

73 - 75


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

0 100 200 300 400 500 600 700 800 900

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.77

LL PL PI 2.7775

0

ASSUMED

SPECIFIC

GRAVITY 466.00

REMARKS 14.84

0.232

589.3072

123.3072


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

78 - 80


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.00

0.05

0.10

0.15

0.20

0.25

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.726666667

LL PL PI 2.78

0

ASSUMED

SPECIFIC

GRAVITY 446.00

REMARKS 13.59

0.222

558.1328

112.1328


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

SC///JB//

83 - 85


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-12 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.00

0.05

0.10

0.15

0.20

0.25

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

Project

Project No.








CH Plasticity Index = 413 Checked By: clp

NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-13



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-13



2460

0.0



Very soft brown and black organic clay with 2" clay layer (CHOC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-13



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-13



2460

0.0






18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.







Plastic Limit = 20 Tested By: GOM

CL-ML Plasticity Index = 7 Checked By: SC

NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-13



2460

0.0



Loose gray clayey sand with silt (SC)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-13



2460

0.0



Very soft gray clay with shell fragments and 4" silt layer (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Air Dried


sieve)

M-13



2460

0.0



Very soft gray clay with 1" sand layer (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-13



2460

0.0



Very soft gray clay with 3" sand layer (CH4)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

Project

Project No.









NOTES:

18274-001-00






#DIV/0!

Wet (as-received)


sieve)

M-13



2460

0.0



Soft gray clay with silt lenses (CH3)



18274-001-00

0

10

20

30

40

50

60

0 10 20 30 40 50 60 70 80 90 100

Pla

sti

cit

y I

nd

ex

Liquid Limit

"A" LINE

CL or OL

ML or OL

CH or OH

MH or OH

CL-ML



DRAFT

C, PSF 7




1 2 3




SATURATION % 88.43

VOID RATIO 13.84

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.64

LL PL PI 2.88

2.40


REMARKS 3.13

0.00

362.48

348.48



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

5 - 7


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.000

0.005

0.010

0.015

0.020

0.025

0.030

0.035

0.040

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.803333333

LL PL PI 2.6975

0

ASSUMED

SPECIFIC

GRAVITY 148.00

REMARKS 13.88

0.072

243.9616

95.9616


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc///tc//

7 - 9


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft brown and black peat with 2" clay layer and 5" clay layer (PT)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 49




1 2 3




SATURATION % 92.37

VOID RATIO 5.35

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.29

LL PL PI 2.80

4.00


REMARKS 7.30

0.02

671.12

573.12



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft brown and black organic clay with 2" clay layer (CHOC)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

9 - 11


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

50

100

150

200

250

300

350

400

0 100 200 300 400 500 600 700 800

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.346666667

LL PL PI 2.7

0

ASSUMED

SPECIFIC

GRAVITY 236.00

REMARKS 4.46

0.066

270.3728

34.3728


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc///tc//

11 - 13


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 74




1 2 3




SATURATION % 104.26

VOID RATIO 3.16

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.32

LL PL PI 2.78

5.60


REMARKS 3.63

0.01

963.04

815.04



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with shells (CH4)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

13 - 15


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

100

200

300

400

500

600

0 200 400 600 800 1000 1200

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.090

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.41

LL PL PI 2.6875

0

ASSUMED

SPECIFIC

GRAVITY 154.00

REMARKS 3.76

0.062

183.2752

29.2752


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc///tc//

15 - 17


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft dark gray organic clay with shells (CHOA)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

0 50 100 150 200 250

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 49




1 2 3




SATURATION % 108.06

VOID RATIO 1.82

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.46

LL PL PI 2.76

7.20


REMARKS 3.14

0.01

1133.36

1035.36



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

17 - 19


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.010

0.020

0.030

0.040

0.050

0.060

0.070

0.080

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.793333333

LL PL PI 2.7475

0

ASSUMED

SPECIFIC

GRAVITY 224.00

REMARKS 3.46

0.076

252.8288

28.8288


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc///tc//

19 - 21


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft tan and gray clay (CH4)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

0 50 100 150 200 250 300 350

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 1731




1 2 3




SATURATION % 114.16

VOID RATIO 1.23

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.45

LL PL PI 2.91

8.80


REMARKS 14.83

0.04

4729.20

1267.20



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Medium dense silty sand (SM)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

21 - 23


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

3000

0 1000 2000 3000 4000 5000 6000

0.000

0.200

0.400

0.600

0.800

1.000

1.200

1.400

1.600

1.800

2.000

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.84

LL PL PI 2.8575

0

ASSUMED

SPECIFIC

GRAVITY 522.00

REMARKS 5.07

0.088

557.3376

35.3376


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc/jrk///tc//

23 - 25


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONLoose gray clayey sand with silt (SC)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

0 100 200 300 400 500 600 700

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 193Sample 1 Failure Yield



1 2 3




SATURATION % 74.79

VOID RATIO 2.19

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.22

LL PL PI 3.19

11.60


REMARKS 15.00

0.03

1977.20

1591.20



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

sc///tc//

28 - 30


AT

TES

T

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray sandy clay with shells (CL4)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

0 500 1000 1500 2000 2500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.476666667

LL PL PI 2.79

0

ASSUMED

SPECIFIC

GRAVITY 356.00

REMARKS 10.88

0.173

441.8672

85.8672


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

sc///tc//

33 - 35


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell fragments and 4" silt layer (CH3)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.18

0.20

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 227




1 2 3




SATURATION % 93.88

VOID RATIO 1.47

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.43

LL PL PI 2.91

15.60


REMARKS 15.02

0.04

2678.80

2224.80



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

sc///tc//

38 - 40


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with shell fragments and 2" silt layer CL6)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500 2000 2500 3000 3500

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.43

LL PL PI 2.78

0

ASSUMED

SPECIFIC

GRAVITY 270.00

REMARKS 10.88

0.134

355.0896

85.0896


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

43 - 45


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell fragments (CL6)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

0 50 100 150 200 250 300 350 400 450

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 196




1 2 3




SATURATION % 99.57

VOID RATIO 1.80

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.63

LL PL PI 2.84

19.60


REMARKS 4.95

0.01

3212.96

2820.96



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 1" sand layer (CH4)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

48 - 50


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.050

0.100

0.150

0.200

0.250

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.126666667

LL PL PI 2.7375

0

ASSUMED

SPECIFIC

GRAVITY 320.00

REMARKS 14.91

0.159

430.1456

110.1456


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

53 - 55


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with 3" sand layer (CH4)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

0 100 200 300 400 500 600

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.18

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 94




1 2 3




SATURATION % 106.00

VOID RATIO 1.75

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.08

LL PL PI 2.95

23.60


REMARKS 12.08

0.03

3563.36

3375.36



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Very soft gray clay with 2" sand layer (CH2)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

sc///tc//

58 - 60


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

0 500 1000 1500 2000 2500 3000 3500 4000 4500

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.536666667

LL PL PI 2.78

0

ASSUMED

SPECIFIC

GRAVITY 190.00

REMARKS 15.00

#N/A

#N/A

#N/A


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

63 - 65


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTIONVery soft gray clay with shell fragments and 2" layer (CH3)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.700

0.800

0.900

1.000

0.00 5.00 10.00 15.00 20.00


STRESS/S

TRAIN

CURVE

NOT S

HOW

N


DRAFT

C, PSF 488




1 2 3




SATURATION % 106.79

VOID RATIO 1.31

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:4.97

LL PL PI 2.76

27.60


REMARKS 8.31

0.02

4951.84

3975.84



PROJECT NUMBER

TESTED BY



18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Soft gray clay with silt lenses (CH3)

M-13 SAMPLE NO.

ULTIMATE STRESS, %

INIT

IAL

Specimen No.



ATTERBERG LIMIT

RESULTS

OS///TC//

68 - 70


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

0

500

1000

1500

2000

2500

3000

0 1000 2000 3000 4000 5000 6000

0.000

0.100

0.200

0.300

0.400

0.500

0.600

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.383333333

LL PL PI 2.7275

0

ASSUMED

SPECIFIC

GRAVITY 190.00

REMARKS 14.87

0.095

308.6128

118.6128


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

73 - 75


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

20

40

60

80

100

120

140

160

180

200

0 50 100 150 200 250 300 350 400

0.00

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

0.10

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT

C, PSF 300




1 2 3




SATURATION % 103.33

VOID RATIO 1.61

WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.38

LL PL PI 2.81

31.60


REMARKS 10.05

0.03

5163.36

4563.36



PROJECT NUMBER

TESTED BY



ATTERBERG LIMIT

RESULTS

OS///TC//

78 - 80


AT T

EST

σ1 FAILURE, PSF

σ3 FAILURE, PSF

0

UU

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65

SAMPLE DESCRIPTION Soft gray clay (CH3)

M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

500

1000

1500

2000

2500

3000

3500

0 1000 2000 3000 4000 5000 6000 7000

0.000

0.050

0.100

0.150

0.200

0.250

0.300

0.350

0.00 5.00 10.00 15.00 20.00


DRAFT





1 2 3






WATER CONTENT %

DRY DENSITY, PCF

WET DENSITY, PCF

SATURATION %

VOID RATIO

TEST TYPE:5.49

LL PL PI 2.7875

0

ASSUMED

SPECIFIC

GRAVITY 696.00

REMARKS 14.64

0.348

811.704

115.704


PROJECT NAME

DATED

SAMPLED

PROJECT

NUMBER

TESTED BY



ATTERBERG

LIMIT

RESULTS

OS///TC//

83 - 85


AT

TE

ST

1 FAILURE, PSF

3 FAILURE, PSF

0

UC

INIT

IAL

Specimen No.


18274-001-00 DEPTH FT.

CHECKED BY

CELL PRESSURE, PSI

FAILURE STRESS, PSF

STRAIN, %

2.65


M-13 SAMPLE NO.

ULTIMATE STRESS, %


0

50

100

150

200

250

300

350

400

450

500

0 100 200 300 400 500 600 700 800 900 1000

0.00

0.05

0.10

0.15

0.20

0.25

0.30

0.35

0.40

0.0000 5.0000 10.0000 15.0000 20.0000


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

70

140

210

280

350

420

LIQUID LIMIT0 20 40 60 80 100 130 160 190 220 250 280 310 340 370 400 430 460 490 520 550 600

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

100

200

300

400

500

600

700

800

900

1000

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, dGr PEAT with O and CLAY 505 127 378 (PT)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, dGr PEAT with O and

CLAY ((PT) (CH-OC)

LL= 505 PI= 378PL= 127



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

567.39.5

95.09.5562

2.8045.921

597.39.5

100.09.5562

2.8045.921

1.000

20.0

0.000

0.060

110.4

8.6

119.1

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

20

40

60

Normal Stress, psf

0 20 40 60 80 100 120

C, psf

f, deg

Tan(f)

Results

55.2

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with O (CH-

OC)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

265.521.0

100.87.9015

2.8315.921

263.421.0

100.07.9015

2.8315.921

0.947

19.6

0.000

0.250

87.2

36.0

123.2

De

via

tor

Str

ess

, p

sf

0

15

30

45

60

75

90

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

30

60

90

Normal Stress, psf

0 30 60 90 120 150 180

C, psf

f, deg

Tan(f)

Results

43.6

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

218.322.489.4

7.08152.8015.921

244.222.4

100.07.0815

2.8015.921

1.000

15.6

0.000

0.440

140.4

63.4

203.8

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

40

80

120

Normal Stress, psf

0 40 80 120 160 200 240

C, psf

f, deg

Tan(f)

Results

70.2

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

30

60

90

120

150

180

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 120 140 160 180 200 220 240 260 280 300

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

40

80

120

160

200

240

280

320

360

400

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with O 206 57 149 (CHOC)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




(CH4) (CH-OH)

LL= 206 PI= 149PL= 57



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

141.933.192.7

4.28622.7955.921

153.133.1

100.04.2862

2.7955.921

1.000

7.1

0.000

0.900

189.7

129.6

319.3

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

60

120

180

Normal Stress, psf

0 60 120 180 240 300 360

C, psf

f, deg

Tan(f)

Results

94.9

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

18

20

22

24

26

28

30

32

34

36

38

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




Gr SILT with Clay 32 30 2 (ML)




DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

12

16

20

24

28

32

36

40

44

48

52

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr Lean CLAY with Silt and O 42 25 17 (CL4)




DRAFT

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form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Lean CLAY with Silt and

O (CL4)

LL= 42 PI= 17PL= 25



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

40.181.7

103.71.0255

2.8005.921

38.781.7

100.01.0255

2.8005.921

0.982

18.6

0.000

1.940

690.0

279.4

969.3

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

170

340

510

Normal Stress, psf

0 170 340 510 680 850 1020

C, psf

f, deg

Tan(f)

Results

345.0

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr Fat CLAY with O Pockets 96 27 69 (CH4)




DRAFT

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form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Fat CLAY with O

Pockets (CH4)

LL= 96 PI= 69PL= 27



Bulge / Shear

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

77.956.5

104.22.0932

2.8305.921

74.856.5

100.02.0932

2.8305.921

1.000

2.0

0.000

2.400

804.6

345.6

1150.2

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

200

400

600

Normal Stress, psf

0 200 400 600 800 1000 1200

C, psf

f, deg

Tan(f)

Results

402.3

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:






Shear / Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

90.849.4

100.02.5411

2.8325.921

90.849.4

100.02.5411

2.8325.921

1.000

5.0

0.000

2.920

385.4

420.5

805.8

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

140

280

420

Normal Stress, psf

0 140 280 420 560 700 840

C, psf

f, deg

Tan(f)

Results

192.7

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with O Pockets 82 26 56 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)

LL= 82 PI= 56PL= 26



Bulge / Multi Shear

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

103.246.7

105.42.7431

2.8085.921

98.046.7

100.02.7431

2.8085.921

1.000

16.6

0.000

3.540

366.8

509.8

876.5

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

150

300

450

Normal Stress, psf

0 150 300 450 600 750 900

C, psf

f, deg

Tan(f)

Results

183.4

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

75.855.197.7

2.17272.7785.921

77.655.1

100.02.1727

2.7785.921

1.000

20.0

0.000

4.750

330.1

684.0

1014.1

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

170

340

510

Normal Stress, psf

0 170 340 510 680 850 1020

C, psf

f, deg

Tan(f)

Results

165.1

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Tr Shells and S Silt Pockets 74 27 47 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Tr

Shells and S Silt Pockets (CH3)

LL= 74 PI= 47PL= 27



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

59.961.691.3

1.83782.8245.921

65.661.6

100.01.8378

2.8245.921

1.000

19.9

0.000

6.080

254.2

875.5

1129.7

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

190

380

570

Normal Stress, psf

0 190 380 570 760 950 1140

C, psf

f, deg

Tan(f)

Results

127.1

0

0


DRAFT

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form

ation:

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ged &

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ork

Pro

duct





Source of Sample: M-14 Depth: 36.5-38


Type of Test:



Description: Gr S SILT with Silty Clay and

Clay Layers (ML)



Bulge

Slumping under own weight

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

28.597.4

111.30.6669

2.6725.921

25.797.4

100.00.6669

2.6725.921

0.357

7.1

0.000

7.360

2289.8

1059.8

3349.6

De

via

tor

Str

ess

, p

sf

0

500

1000

1500

2000

2500

3000

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

600

1200

1800

Normal Stress, psf

0 600 1200 1800 2400 3000 3600

C, psf

f, deg

Tan(f)

Results

1144.9

0

0


DRAFT

Particle Size Distribution ReportP

ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

77.6

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

Material Description

Atterberg Limits

Classification

Remarks

Source of Sample: M-14 Depth: 41-43Date:

Client:

Project:

Project No: Figure

Gr SILT with Sand#200 77.6

(ML)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=

* (no specification provided)

Southern EarthSciences, Inc.

Baton Rouge, LA


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

37.8

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gr Silty SAND with O Pockets and Clay Pcokets#200 37.8

(SM)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

32.5

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gr Silty SAND with Tr O#200 32.5

(ML)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Fat CLAY with Silt

Pockets (CH3)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

47.878.3

108.81.2311

2.7565.921

44.078.3

100.01.2311

2.7565.921

1.000

19.9

0.000

14.270

743.3

2054.9

2798.2

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

371.7

0

0


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

96.1

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gr SILT with Tr Fine Sand#200 96.1

(ML)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr Fat CLAY with Silt Pockets 79 25 54 (CH3)




DRAFT

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ation:

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Pro

duct

UNCONFINED COMPRESSION TEST



Project No.: B13-018

Date Sampled:


Shear

Figure




Description: So, Gr Fat CLAY with Silt Pockets (CH4)

LL = 79 PI = 54PL = 25 Assumed GS= 2.80 Type: Undisturbed

Sample No.

Unconfined strength, psf

Undrained shear strength, psf

Failure strain, %


Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio

Specimen diameter, in.

Specimen height, in.

Height/diameter ratio

1

960.7

480.3

7.0

1.000

48.6

105.3

70.8

92.8

1.4682

2.856

5.921

2.07

Com

pre

ssiv

e S

tress,

psf

0

250

500

750

1000

Axial Strain, %

0 10 20 30 40

1


DRAFT

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form

ation:

Privila

ged &

Confidential W

ork

Pro

duct





Date Sampled:


Shear

Figure




Description: M, Gr Fat CLAY (CH4)

LL = PI = PL = Assumed GS= 2.80 Type: Undisturbed

Sample No.



Failure strain, %


Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio




1

1050.5

525.3

3.6

0.999

53.9

104.1

67.7

95.3

1.5828

2.815

5.921

2.10

Com

pre

ssiv

e S

tress,

psf

0

500

1000

1500

2000

Axial Strain, %

0 10 20 30 40

1


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

40

80

120

160

200

240

LIQUID LIMIT0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 400

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

40

80

120

160

200

240

280

320

360

400

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, O Fat CLAY 365 126 239 (CH-OH)




DRAFT


LA

ST

ICIT

Y I

ND

EX

0

50

100

150

200

250

300

LIQUID LIMIT0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 500

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

50

100

150

200

250

300

350

400

450

500

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, dGr O Fat CLAY 408 111 297 (CH-OC)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, dGr O Fat CLAY (CH-OC)

LL= 408 PI= 297PL= 111



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

344.415.8

101.36.1203

2.7735.921

340.015.8

100.06.1203

2.7735.921

0.999

20.0

0.000

0.210

91.5

30.2

121.7

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

30

60

90

Normal Stress, psf

0 30 60 90 120 150 180

C, psf

f, deg

Tan(f)

Results

45.7

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, dGr O Fat CLAY with Peat

(CH-OC)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

365.114.395.5

6.88022.7485.921

382.214.3

100.06.8802

2.7485.921

1.000

15.8

0.000

0.390

85.1

56.2

141.2

De

via

tor

Str

ess

, p

sf

0

15

30

45

60

75

90

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

30

60

90

Normal Stress, psf

0 30 60 90 120 150 180

C, psf

f, deg

Tan(f)

Results

42.5

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

50

100

150

200

250

300

LIQUID LIMIT0 30 60 90 120 160 200 240 280 320 360 400 440 480 520 560 600 640 680 720 760 800 840 900

CL-ML

CL

or O

L

CH o

r OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

100

200

300

400

500

600

700

800

900

1000

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, BK and Br PEAT with O Clay 820 557 263 (PT)




DRAFT

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form

ation:

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ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, BK and Br PEAT with O

Clay (PT)

LL= 820 PI= 263PL= 557



Shear / Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

562.010.2

103.67.5917

2.7915.921

542.310.2

100.07.5917

2.7915.921

1.000

15.6

0.000

1.670

227.6

240.5

468.0

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

80

160

240

Normal Stress, psf

0 80 160 240 320 400 480

C, psf

f, deg

Tan(f)

Results

113.8

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

16

20

24

28

32

36

40

44

48

52

56

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with SIS and Pockets 47 27 20 (CL6)




DRAFT

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form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with SIS and

Pockets (CH3)

LL= 47 PI= 20PL= 27



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

107.746.5

106.73.0278

2.8045.921

100.946.5

100.03.0278

2.8045.921

0.999

16.9

0.000

2.190

147.2

315.4

462.6

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

80

160

240

Normal Stress, psf

0 80 160 240 320 400 480

C, psf

f, deg

Tan(f)

Results

73.6

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with SIS 104 25 79 (CH4)




DRAFT

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form

ation:

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ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with SIS

(CH4)

LL= 104 PI= 79PL= 25



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

81.451.695.5

2.38792.8025.921

85.351.6

100.02.3879

2.8025.921

1.000

19.9

0.000

2.680

155.5

385.9

541.5

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

100

200

300

Normal Stress, psf

0 100 200 300 400 500 600

C, psf

f, deg

Tan(f)

Results

77.8

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

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ork

Pro

duct







Type of Test:






Bulge / Multi Shear

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

137.935.196.9

3.98552.8285.921

142.335.1

100.03.9855

2.8285.921

1.000

2.5

0.000

3.170

245.1

456.5

701.6

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

120

240

360

Normal Stress, psf

0 120 240 360 480 600 720

C, psf

f, deg

Tan(f)

Results

122.6

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo Gr Fat CLAY with Silt Pockets 71 21 50 (CH4)




DRAFT

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form

ation:

Privila

ged &

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ork

Pro

duct







Type of Test:



Description: vSo Gr Fat CLAY with Silt

Pockets (CH3)-(CH2)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

59.265.0

100.41.5914

2.7815.921

58.965.0

100.01.5914

2.7815.921

1.000

19.4

0.000

5.090

258.8

733.0

991.7

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

170

340

510

Normal Stress, psf

0 170 340 510 680 850 1020

C, psf

f, deg

Tan(f)

Results

129.4

0

0


DRAFT

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ation:

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ged &

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ork

Pro

duct







Type of Test:



Description: vSo Gr Fat CLAY with S Silty

Layers and Pockets (CH4)-(ML)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

83.457.0

112.92.0671

2.7535.921

73.857.0

100.02.0671

2.7535.921

0.924

18.6

0.000

6.280

152.0

904.3

1056.3

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

180

360

540

Normal Stress, psf

0 180 360 540 720 900 1080

C, psf

f, deg

Tan(f)

Results

76.0

0

0


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

50.9

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gr Lean Clay with S Silty Layers and Pockets#200 50.9

(CL)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

18

20

22

24

26

28

30

32

34

36

38

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr Lean CLAY with Silt and Sand 35 22 13 (CL4)




DRAFT

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form

ation:

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ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Lean CLAY with Silt and

Sand (ML)

LL= 35 PI= 13PL= 22



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

32.086.192.1

0.92162.7965.921

34.886.1

100.00.9216

2.7965.921

1.000

19.9

0.000

7.630

406.1

1098.7

1504.8

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

203.0

0

0


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

70.2

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gr Clay with S Silty Pockets#200 70.2

(ML)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

18

20

22

24

26

28

30

32

34

36

38

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr S SILT with Clay Pockets and Layers (ML) 33 26 7 (ML)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr S SILT with Clay

Pockets and Layers (ML)

LL= 33 PI= 7PL= 26



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

35.288.3

106.80.8734

2.7725.921

33.088.3

100.00.8734

2.7725.921

0.136

3.0

0.000

10.190

2189.4

1467.4

3656.7

De

via

tor

Str

ess

, p

sf

0

500

1000

1500

2000

2500

3000

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

700

1400

2100

Normal Stress, psf

0 700 1400 2100 2800 3500 4200

C, psf

f, deg

Tan(f)

Results

1094.7

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

20

40

60

80

100

120

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo to So, Gr Fat CLAY with Tr Silt Pockets 90 26 64 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo to So, Gr Fat CLAY with Tr

Silt Pockets (CH40

LL= 90 PI= 64PL= 26



Shear / Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

66.960.599.1

1.88932.8105.921

67.560.5

100.01.8893

2.8105.921

0.999

4.0

0.000

13.080

740.1

1883.5

2623.6

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

370.0

0

0


DRAFT

Confidential In

form

ation:

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ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Fat CLAY with SIS

(CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

60.867.5

107.11.5901

2.8005.921

56.867.5

100.01.5901

2.8005.921

1.001

16.6

0.000

14.570

665.3

2098.1

2763.3

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

332.6

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

40

80

120

160

200

240

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 120 140 160 180 200 220 240 260 280 300

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

40

80

120

160

200

240

280

320

360

400

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, BK O CLAY with Peat 255 61 194 (CHOC)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, BK O CLAY with Peat

(CHOC)

LL= 255 PI= 194PL= 61



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

221.623.2

102.24.1180

2.8265.929

216.723.2

100.04.1180

2.8265.929

0.999

15.0

0.000

0.220

135.8

31.7

167.5

De

via

tor

Str

ess

, p

sf

0

25

50

75

100

125

150

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

30

60

90

Normal Stress, psf

0 30 60 90 120 150 180

C, psf

f, deg

Tan(f)

Results

67.9

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

40

80

120

160

200

240

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 120 140 160 180 200 220 240 260 280 300

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

40

80

120

160

200

240

280

320

360

400

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, BK O CLAY with Clay, Peat and Pockets 279 59 220 (CHOC)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, BK O CLAY with Clay,

Peat and Pockets (CHOC)

LL= 279 PI= 220PL= 59



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

199.926.0

103.84.0433

2.8415.937

192.526.0

100.04.0433

2.8415.937

1.000

18.8

0.000

0.390

213.0

56.2

269.2

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

50

100

150

Normal Stress, psf

0 50 100 150 200 250 300

C, psf

f, deg

Tan(f)

Results

106.5

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

30

60

90

120

150

180

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 200

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


47

WA

TE

R C

ON

TE

NT

0

20

40

60

80

100

120

140

160

180

200

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with O Pockets 158 36 122(CHOA/CHOC)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CHOA-CHOC)

LL= 158 PI= 122PL= 36



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

190.028.0

100.85.4686

2.8455.920

188.628.0

100.05.4686

2.8455.920

1.000

17.6

0.000

0.640

246.2

92.2

338.3

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

60

120

180

Normal Stress, psf

0 60 120 180 240 300 360

C, psf

f, deg

Tan(f)

Results

123.1

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Tr O

(CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

102.347.0

103.92.8537

2.7915.907

98.447.0

100.02.8537

2.7915.907

1.000

18.8

0.000

1.120

208.7

161.3

370.0

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

70

140

210

Normal Stress, psf

0 70 140 210 280 350 420

C, psf

f, deg

Tan(f)

Results

104.4

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

15

20

25

30

35

40

45

50

55

60

65

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Shells becoming vSo, Gr SSILT with Clay (CH4-ML)

59 23 36 (CH3)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Shells

becoming vSo, Gr S SILT with Clay (CH4-

LL= 59 PI= 36PL= 23



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

54.571.9

108.81.3657

2.8035.942

50.171.9

100.01.3657

2.8035.942

1.000

19.8

0.000

2.200

319.2

316.8

636.0

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

110

220

330

Normal Stress, psf

0 110 220 330 440 550 660

C, psf

f, deg

Tan(f)

Results

159.6

0

0


DRAFT

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form

ation:

Privila

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Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Silty SAND with Clay

Pockets (SM)


Remarks: Type Faiure:

Yield

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

30.989.596.5

0.84862.7455.886

32.089.5

100.00.8486

2.7455.886

0.985

19.3

0.000

2.960

841.7

426.2

1267.9

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 5 10 15 20

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

420.8

0

0


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

44.2

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

So, Gr Silty SAND with Clay Pockets#200 44.2

(SM)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:




Pockets (CH4)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

62.266.3

102.21.8252

2.7825.915

60.866.3

100.01.8252

2.7825.915

0.999

19.3

0.000

3.260

390.6

469.4

860.0

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

150

300

450

Normal Stress, psf

0 150 300 450 600 750 900

C, psf

f, deg

Tan(f)

Results

195.3

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Tr Shells and O 76 27 49 (CH3)




DRAFT

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form

ation:

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ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Tr

Shells and O (CH3)

LL= 76 PI= 49PL= 27



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

67.558.394.7

1.99622.8295.903

71.358.3

100.01.9962

2.8295.903

1.000

20.0

0.000

4.320

249.8

622.1

871.9

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

150

300

450

Normal Stress, psf

0 150 300 450 600 750 900

C, psf

f, deg

Tan(f)

Results

124.9

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Silt & Tr O 77 24 53 (CH3)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Silt &

Tr O (CH3)

LL= 77 PI= 53PL= 24



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

68.558.496.2

1.99192.8275.912

71.158.4

100.01.9919

2.8275.912

1.000

18.6

0.000

5.600

274.5

806.4

1080.9

De

via

tor

Str

ess

, p

sf

0

50

100

150

200

250

300

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

190

380

570

Normal Stress, psf

0 190 380 570 760 950 1140

C, psf

f, deg

Tan(f)

Results

137.3

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




vSo, Gr Fat CLAY with Siilt Pockets and Tr O 68 27 41 (CH3)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: vSo, Gr Fat CLAY with Siilt

Pockets and Tr O (CH3)

LL= 68 PI= 41PL= 27



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

56.665.795.3

1.66242.8255.906

59.465.7

100.01.6624

2.8255.906

1.000

19.9

0.000

6.860

338.2

987.8

1326.0

De

via

tor

Str

ess

, p

sf

0

100

200

300

400

500

600

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

300

600

900

Normal Stress, psf

0 300 600 900 1200 1500 1800

C, psf

f, deg

Tan(f)

Results

169.1

0

0


DRAFT


ER

CE

NT

FIN

ER

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

56.6

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00




Atterberg Limits

Classification

Remarks


Client:

Project:

Project No: Figure

Gray Sandy SILT#200 56.6

(ML)

GeoEngineers


B13-018

PL= LL= PI=

USCS= AASHTO=



Baton Rouge, LA


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: Alternate Layers of M, Gr

CLAY and Gr S SILT (CH4 to ML)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

42.681.8

101.71.2140

2.7575.906

41.981.8

100.01.2140

2.7575.906

1.000

19.6

0.000

9.480

1219.4

1365.1

2584.5

De

via

tor

Str

ess

, p

sf

0

250

500

750

1000

1250

1500

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

609.7

0

0


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: M, Gr Fat CLAY with S Silt

Pockets (CH2)



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

40.087.0

107.21.0818

2.7795.913

37.387.0

100.01.0818

2.7795.913

1.000

20.0

0.000

10.790

1175.6

1553.8

2729.4

De

via

tor

Str

ess

, p

sf

0

250

500

750

1000

1250

1500

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

500

1000

1500

Normal Stress, psf

0 500 1000 1500 2000 2500 3000

C, psf

f, deg

Tan(f)

Results

587.8

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

15

20

25

30

35

40

45

50

55

60

65

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




Gr Fat CLAYwith SIS, SS and Tr O 58 21 37 (CH2)




DRAFT

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form

ation:

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ged &

Confidential W

ork

Pro

duct







Type of Test:






45 Degree Shear

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

57.764.494.2

1.71402.8175.911

61.264.4

100.01.7140

2.8175.911

1.000

5.6

0.000

13.680

1142.6

1969.9

3112.6

De

via

tor

Str

ess

, p

sf

0

250

500

750

1000

1250

1500

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

600

1200

1800

Normal Stress, psf

0 600 1200 1800 2400 3000 3600

C, psf

f, deg

Tan(f)

Results

571.3

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




M, Gr Fat CLAY with SIS 90 30 60 (CH4)




DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: M, Gr Fat CLAY with SIS

(CH4)

LL= 90 PI= 60PL= 30



45 Degree Shear

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

60.862.494.6

1.79942.8375.920

64.362.4

100.01.7994

2.8375.920

1.001

4.1

0.000

15.210

1131.9

2190.2

3322.2

De

via

tor

Str

ess

, p

sf

0

250

500

750

1000

1250

1500

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

600

1200

1800

Normal Stress, psf

0 600 1200 1800 2400 3000 3600

C, psf

f, deg

Tan(f)

Results

566.0

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

10

20

30

40

50

60

70

80

90

100

110

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




So, Gr Fat CLAY 87 30 57 (CH4)




DRAFT

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form

ation:

Privila

ged &

Confidential W

ork

Pro

duct







Type of Test:



Description: So, Gr Fat CLAY (CH4)

LL= 87 PI= 57PL= 30



Bulge

Figure

Sample No.



Strain, %

Strain, %


Back Pressure, psi

Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf

s1 Failure, psf

s3 Failure, psf

Initi

al

At T

est

1

52.966.591.0

1.62762.7885.906

58.166.5

100.01.6276

2.7885.906

0.999

17.3

0.000

16.720

629.3

2407.7

3036.9

De

via

tor

Str

ess

, p

sf

0

150

300

450

600

750

900

Axial Strain, %

0 10 20 30 40

1

Sh

ea

r S

tre

ss, p

sf

0

600

1200

1800

Normal Stress, psf

0 600 1200 1800 2400 3000 3600

C, psf

f, deg

Tan(f)

Results

314.6

0

0


DRAFT


LA

ST

ICIT

Y I

ND

EX

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or OL

CH or OH

ML or OL MH or OH


4

7

WA

TE

R C

ON

TE

NT

0

10

20

30

40

50

60

70

80

90

100

NUMBER OF BLOWS5 6 7 8 9 10 20 25 30 40



Project:




M, Gr Fat CLAY 74 24 50 (CH3)




DRAFT

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form

ation:

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ged &

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ork

Pro

duct





Date Sampled:


45 Degree Shear / Slicken Sided

Figure





LL = 74 PI = 50PL = 24 Assumed GS= 2.80 Type: Undisturbed

Sample No.



Failure strain, %


Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio




1

936.4

468.2

2.9

0.988

46.0

104.2

71.4

88.8

1.4493

2.840

5.926

2.09

Com

pre

ssiv

e S

tress,

psf

0

250

500

750

1000

Axial Strain, %

0 5 10 15 20

1


DRAFT

Confidential In

form

ation:

Privila

ged &

Confidential W

ork

Pro

duct





Date Sampled:


45 Degree Shear

Figure




Description: So, Gr Fat CLAY (CH4)

LL = PI = PL = Assumed GS= 2.80 Type: Undisturbed

Sample No.



Failure strain, %


Water content, %

Wet density, pcf

Dry density, pcf

Saturation, %

Void ratio




1

890.2

445.1

6.8

1.000

50.0

101.6

67.7

88.7

1.5801

2.845

5.916

2.08

Com

pre

ssiv

e S

tress,

psf

0

250

500

750

1000

Axial Strain, %

0 10 20 30 40

1


DRAFT

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