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Gregg In Situ, Inc. Page: 1 1�terpretation Output - Release 1.00.19e No: 01-0924-1418-1528 -d No: 97-100 Client: CH2H HELL Project: Disco Site, Stockton, CA Site: Disco Site Location: CPT-24 Geologist: E. Sheets I. CPT Date: 01/21/09 - CPT Time: 16:41 CPT File: 262C24.COR -----------"--------------------------------------- f Water Table (m) ; 16.15 (ft).- 53.0 Averaging Increment (m): 0.30 Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 Dr Method damiolkonski - All Bands Used Unit Weights Assigned to Boil Zones ----------------------------------------------------------------------------------------------------------------------------------- )epth Depth AvgOt AvgFs AvgRf S.Stress Hyd. Pr. N60 (N1)60 Delta (NI)60 Su CRR Dr Phi OCR S9T (f t) (m) (tet) (tefl (k) (tef) (tsf) (blows/ft) (N1160 CS (tet) (4) (deg) (ratio) ------------------------------------------------------------------------------------------------------------------------------------ 0.49 0.15 0.000 0.000 0.0 0.031 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 ` 1.48 0.45 0.000 0.000 0.0 0.092 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 2.46 0.75 0.000 D.000 0.0 0.153 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 3.44 1.05 0.000 0.000 D.0 0.214 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 4.43 1.35 0.000 0.000 0.0 0.275 0.000 0.0 0.0 0.0 0.0 0.000 0.00 O.D 0.0 1.0 0 5.41 1.65 40.012 0.563 1.4 0.334 0.000 12.8 22.1 2.8 24.9 0.000 0.13 56.1 42.0 1.0 7 6.40 1.95 42.778 0.999 2.3 0.392 0.000 16.4 26.2 6.7 32.9 3.391 0.17 55.8 42.0 10.0 6 7.3D 2.22 54.296 1.526 2.8 0.443 0.000 20.8 31.2 8.7 40.D 4.308 0.25 60.8 42.0 10.0 6 20 2.50 63.133 2.872 4.5 0.495 0.000 30.2 43.0 0.0 43.0 5.011 0.00 0.0 0.0 10.0 5 49 2.60 35.290 1.666 4.7 0.551 0.000 33.0 45.6 37.5 83.1 2.779 0.00 0.0 0.0 10.0 3 i -17 3.10 31.583 1.124 3.6 0.606 0.000 15.1 19.4 14.8 34.2 2.478 0,28 0.0 0.0 10.0 5 11.15 3.40 34.607 1.236 3.6 0.663 0.000 16.6 20.4 15.5 35.9 2.716 0.31 0.0 0.0 10.0 5 12.14 3.70 55.385 2.151 3.9 0.719 0.000 26.5 31.3 18..1 49.4 4.373 0.42 0.0 0.0 10.0 5 13.21 4.02 56.743 2.483 4.4 0.780 0.000 27.2 30.8 21.0 51.8 4.477 0.00 0.0 0.0 10.0 5 3 14.27 4. 5 34.489 1.759 5-1 0.840 0.000 33.0 36.0 0.0 36.0 2.692 0.00 0.0 0.0 6.0 3 15.26 4.65 38.167 1.794 4.7 0.895 0.000 36.6 30.6 38.6 77.3 2.9B2 0.00 0.0 0.0 6.0 3 16.24 4.95 45.257 2.115 4.7 D.951 0-000 28.9 29.6 29.6 59.3 3.545 0.00 0.0 0.0 6.0 4 17.22 5.25 54.116 2.486 4.6 1.007 0.000 34.6 34.4 32.6 67.1 4.249 0.00 0.0 0.0 10.0 4 18.21 5.55 43.524 2.232 5.1 1.063 0.000 41.7 40.4 0.0 40.4 3.397 0.00 0.0 D.0 6.0 3 19.19 5.85 47.255 1.850 3.9 1.118 0.000 22.6 21.4 21.4 42.8 3.691 0.00 0.0 0.0 6.0 .5 20.1: 6.15 50.341 2.107 4.2 1.175 0.000 24.1 22.2 22.2 44.5 3.933 0.00 0.0 0.0 6.0 5 21.16 6.45 55.153 2.765 5.0 1.235 0.000 52.8 47.5 47.5 95.1 0.000 O.DO 46.6 36.0 1.0 11 _22.15 6.75 38.698 2.098 5.4 1.295 0.000 37.1 32.6 0.0 32.6 2.992 0.00 0.0 0.0 6.0 3 23.13 7.05 51.038 2.605 5.1 1.349 0.000 48.9 42.1 0.0 42.1 3.975 0.00 0.0 0.0 6.0 3 1 24.11 7.35 66.525 3.196 4.8 1.409 0.000 63.7 53.7 53.7 107.4 O.DOO 0.00 50.1 38.0 1.0 11 25.10 7.65 77.486 2.840 3.7 1.469 0.000 37.1 30.6 23.7 54.3 6.081 0.00 0.0 0.0 10.0 5 ,26.08 7.95 51.365 1.793 3.5 1.526 0.000 24.6 19.9 19.9 39.8 3.987 0.00 0.0 0.0 6.0 5 27.07 6.25 46.355 1.472 3.2 1.582 0.000 22.2 17.6 17.6 35.3 3.582 0.00 0.0 0.0 6.0 5 28.05 8.55 37.001 0.991 2.7 1.636 0.000 14.2 11.1 11.1 22.1 2.029 0.34 31.1 34.0 6.0 6 I� 29.04 0.85 39.337 1.350 3.4 1.695 0.000 18.8 14.5 - 14.5 2:.9 3.011 0.38 0.0 0.0 6.0 5 { ,30.02 9.15 31.816 0.825 2.6 1.751 0.000 12.2 9.2 9.2 18.4 2.405 0.23 30.0 33.0 6-0 6 31.00 9.45 31.990 0.820 2.6 1.808 0.000 12.3 9.1 9.1 le.2 2.415 0.23 30.0 32.0 6.0 6 31.99 9.75 63.283 2.336 3.8 1.864 0.000 29.3 21.5 21.5 43.D 4,754 0.00 0.0 0.0 6.0 5 32.97 10.05 77.794 3.442 4.4 1.920 0.000 37.3 26.9 26.9 53.8 6.D70 0.00 0.0 0.0 6.0 5 33.96 10.35 97.207 5.391 5.5 1.901 0.000 93.1 66.2 0.0 6fi.2 0.000 0.00 56.0 38.0 1.0 11 34.94 10.65 94.660 6.213 - 6.6 2,045 0.000 90.7 63.4 0.0 63.4 0.000 0.00 54.8 38.0 1.0 11 f35.92 10.95 75.438 4.072 5.4 2.109 0.000 72.2 49.8 0.0 49.8 0.000 0.00 47.9 36.0 1.0 11 1