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i Gregg In Situ, Inc. Page: 1 Interpretation Output - Release 1.0o.19e No: 01-0913-1823-2411 No. 97-100 { Client. CH2M HILL JProject: Disco Site, Stockton, CA Site: Disco Site Location: CPT-22 Geologist: N. Sheets - - -CPT Date: 01/09/08 CPT Time: 08:40 CPT File: 142C22.COR ------------------------------------------------------------------------------------------------------------------ { mater 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 damiolkowski - All Sands Used Unit Weights Assigned to Soil Sones ----------------------------------------------------------------------------------------------------------------------------------- 1 iepth Depth AvgQt AvgFs AvgRf B.Strees Hyd. Pr. N60 (N1)60 Delta (N1.)60 Su CRR Dr Phi OCR SBT ft) (m) (tilt) (tsf) (t) (til[) (tsf) (blows/ft) (N1)60 CS (tef) (4) (deg) (ratio) ----------------------------------------------------------------------------------------------------------------------------------- 0.49 0.15 0.000 0.000 0.0 D.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 0.0 110 0 2.46 0.75 0.000 0.000 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 0.0 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 D.0 0.275 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 5.41 1.65 53.028 2.359 4.4 0.334 0.000 25.4 44.0 0.0 44.0 4.216 0.00 0.0 0.0 10.0 5 6.40 1.95 52.285 2.725 5.2 0.389 0.000 50.1 80.3 0.0 80.3 4.152 0.00 0.0 0.0 10.0 3 7.30 2.22 60,347 3.715 6.2 0.443 0.000 57.6 86.8 0.0 86.8 0.000 0.00 63.6 44.0 1.0 11 8.20 2.50 42.365 2.793 6.6 0.498 0.000 40.6 57.5 0.0 57,5 3.349 0.00 0.0 0.0 10.0 3 l9 2.80 48.711 3.370 6.9 0.552 0.000 46.6 62.8 0.0 62.8 3.853 0.00 0.0 0.0 10.0 3 I -..17 3.10 83.113 5.251 6.3 0.612 0.000 79.6 101.8 0.0 101.8 0.000 0.00 66.4 44.0 1.0 11 11.15 3.40 71.643 4.194 5.9 0.676 0.000 68.6 83.4 O.D B3.4 0.000 0.00 62.7 42.0 1,0 11 12.14 3.70 43.712 2.925 6.7 0,736 0.000 41.9 48.8 0.0 46-8 3.438 0.00 0.0 0.0 10.0 3 13.21 4.02 36.368 2.233 6.1 0,795 0.000 34.6 39.1 O.D 39.1 2.846 0.00 0.0 0.0 6.0 3 14.27 4.35 34.992 2,000 5-7 0.854 0.000 33.5 36.3 0.0 36.3 2.731 0.00 0.0 0.0 6.0 3 15.26 4.65 40.613 2.379 5.9 0.909 0.000 38-9 40.8 0.0 40.8 3.176 0.00 0.0 0.0 6.0 3 16.24 4.95 37.410 2.205 5.9 0,964 0.000 35.8 36.5 0.0 36.5 2.916 0.00 0.0 0.0 6.0 3 17.22 5.25 26.726 1.502 5.6 1.019 0.000 25.6 25.4 0.0 25.4 2.057 0.00 0.0 0.0 6.0 3 18.21 5.55 31.048 1.405 4.8 1.074 0.000 29.7 26.7 0.0 28.7 2.398 0.00 0.0 0.0 6.0 3 19.19 5.85 50.090 2.785 5.6 1,129 0-000 48.0 45.2 0.0 45.2 3.917 0.00 0.0 0.0 6.0 3 F 20.16 6.15 55.074 3.757 6.8 11188 0.000 52.7 48.4 0.0 48.4 0.000 0.00 47.1 38.0 1,0 11 ` 21.16 6.45 55.913 3.736 6.7 1.252 0.000 53.5 47.9 0.0 47.9 0-000 0.00 46.8 36.0 1.0 11 22.15 6.75 30.439 1.532 5.0 1.312 0.000 29.2 25.5 0.0 25.5 2.330 0.00 0.0 0.0 6.0 3 23.13 7.05 62.166 2.723 4.4 1.367 0.000 29.8 25.5 25.5 50.9 4.864 D.00 0.0 0.0 6,0 5 24.11 7,35 64.706 3.096 4.8 1.428 0.000 62.0 51.9 51.9 103.7 0.000 0.00 49.1 38.0 1.0 11 25.10 7.65 57.701 2.655 4.6 1.468 0.000 36.6 30.2 30.2 60.4 4.497 0.00 0.0 0.0 6.o 4 26.08 7.95 41.355 1.985 4.8 1.544 0.000 39.6 31.9 0.0 31.9 3.185 0.00 0.0 0.0 6.0 3 27.07 8.25 47.390 2.929 6.2 1.596 0.000 45.4 35.9 0.0 .35.9 3.663 0.00 0.0 0.0 6.0 3 -.28.05 8.55 49.678 2.053 4.1 1.654 0.000 23.8 16.5 18.5 37.0 3.842 0.00 0.0 0.0 6.0 5 29.04 8.65 59.893 2.635 4.4 1.71D 0.000 28.7 21.9 21.9 43.9 4.655 0.00 0.0 0.0 6.0 5 30.02 9.15 48.742 2.423 5.0 1.766 0.000 46.7 35.1 0.0 35.1 3.756 0.00 0.0 0.0 6.0 3 31.00 9.45 54.664 2.663 4.9 1.822 0.000 34-9 25.9 0.0 25.9 4.227 0.00 0.0 0.0 6.0 4 31,99 9.75 74.347 4.242 5.7 1.882 0.000 71.2 51.9 0.0 51,9 0.000 0.00 49.1 38.0 1.0 11 32.97 10.05 65.126 4.232 6.2 1.946 0.000 65.2 46.8 0.0 46.8 0.000 0.00 46.1 36.0 1.0 11 .33.96 10.35 65.396 3.853 5.9 2,010 0.000 62.6 44.2 0.0 44.2 0.000 0.00 44,5 36.0 1.0 11 34.94 10.65 71.115 4.336 6.2 2.075 0.000 66.1 47.3 0.0 47.3 0.000 0.00 46.4 36.0 1.0 11 ,35.92 10.95 71.430 3.757 5.3 2.139 0.000 68.4 46.8 0.0 46.8 0.000 0.00 46.1 36.0 1.0 11 i f( I i