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Gregg In Situ, Inc. Page,. 1 1 - *erpretation Output - Release i.00.19e 1 No: 01-0924-1418-1527 Job No, 97-100 Client: CH2M HILL Project: Disco Site, Stockton, CA Site: Disco Site Location: CPT-23 �- Geologist: A. Sheets CPT Date: 01/21/09 CPT Time: 10:06 CPT File: 162C23.COR ------------------------------ --------------------------- ------------------------ 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 Jamiolkovski - All Sande Used Unit Weights Assigned to Soil Zones ----------------------------------------------------------------------------------------------------------------------------------- "pth Depth Avgpt AvgFs AvgRt S.Stress Hyd. Pr. U60 (N1160 Delta (N1)60 Su CRR Dr Phi OCR SST Et) (m) (tsf) (tef) (8) (tef) (tar) (blowe/ft) (N1)60 CS (tef) (S) (deg) (ratio) ----------------------------------------------------------------------------------------------------------------------------------- 0.49 0.15 0.000 0.000 0.0 0.031 0.000 0.0 0.0 0.0 0.0 D_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 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 O.D00 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 O.00D 0.0 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 47.246 1.051 2.2 0.334 0.000 18.1 31.3 5.8 37.2 3.753 0.19 60.9 44.0 10.0 6 6.40 1.95 38.339 1.216 3.2 0.390 0.000 18.4 29.4 11,3 40.7 3.036 0.20 0.0 0.0 10.0 5 7.30 2.22 29,381 1.089 3.7 0.442 0,000 14.1 21.2 13.3 34.5 2.316 0.21 0.0 0.0 10.0 5 20 2.50 25.839 0.947 3.7 0.493 0.000 12.4 17.6 13.7 31.3 2.028 0.24 0.0 0.0 10.0 5 1 l9 2.80 45.529 1.632 3.6 0.550 0.000 21.8 29.4 14.7 44.2 3.598 D.26 0.0 0.0 10.0 5 10.17 3.10 41.783 1.766 4.2 0.606 0.000 26.7 34.3 23.7 58.0 3.294 0.40 0.0 0.0 10.0 4 11.15 3.40 31.609 1.475 4.7 0.662 0.000 30.3 37.2 37.2 74.4 2.476 0.00 0.0 0.0 6.0 3 12.14 3.70 29.317 1.193 4.1 0.717 0.000 18.7 22.1 22.1 44.2 2.288 0.00 0.0 0.0 6.o 4 13.21 ' 4.02 39,174 1.708 4.4 0.778 0.000 25.0 28.3 27.2 55.5 3.072 0,00 0.0 0.0 6.0 4 14.27 4.35 36.272 1.211 3.3 0,640 0.000 17.4 19.0 16.4 35.3 2.835 0.39 0.0 0.0 6.0 5 15.26 4.65 67.799 3.061 4.5 0.896 0.000 32.5 34.3 23.3 57.6 5-352 0.00 0.0 0.0 10.0 5 1.6.24 4.95 65.589 3.231 4.9 0.956 0.000 62.8 64.2 52.0 116.2 0.000 0.00 55.2 40.0 1.0 11 17.22 5.25 92.435 5.163 5.6 1.020 0.000 88.5 87.6 0,0 67.6 0.000 O.OD 64,1 42.0 1.0 11 18.21 5.55 63.249 4.616 5.5 1.085 0.000 79.7 76.6 0.0 76.6 0.000 D_00 69.2 40.0 1.0 11 19.29 5.65 58.446 3.762 6.4 1.149 0.000 56.0 52.2 0.0 52.2 0.000 0.00 49.3 38,0 1.0 11 20.18 6.15 50.047 2.710 5,4 1.208 0.000 47.9 43.6 0.0 43.6 3.907 0.00 0.0 0.0 6.0 3 21.16 6.45 60.792 3.156 5.2 1.268 0.000 5a.2 51.7 51.7 103.4 0.000 0.00 49.0 38.0 1.0 11 22.15 6.75 47.644 2.929 6.1 1.327 0.000 45.6 39.6 0.0 39.6 3.705 0.00 0.0 0.0 6.0 3 23.2.3 7.05 39.419 1.98D 5.0 1.382 0.000 37.8 32.1 0.0 32.1 3.043 0.00 0.0 0.0 6.0 3 24.11 7.35 41.012 2.389 5.8 2.437 0.000 39.3 32.8 0.0 32.8 3.166 0.00 0.0 0.0 6.0 3 25.10 7.65 48.333 2.611 5.4 1.492 0.000 46.3 37.9 0.0 37.9 3.747 0.00 O.D 0.0 6.0 3 -26.08 7.95 49.280 2.991 6.1 1.547 0.000 47,2 38.0 0.0 38.0 3.019 0.00 0.0 0.0 6.0 3 27.07 8.25 26.198 1.532 5.8 1.602 0.000 25,1 19.8 0.0 19.8 1.968 D.00 0.0 0.0 6.0 3 28.05 8.55 25.476 1.390 5.5 1.656 0.000 24.4. 19.0 0.0 19.0 1.906 0.00 0.0 0.0 6.0 3 29.04 8.85 34.382 1.854 5.4 1.711 0.000 32.9 25.2 0.0 25.2 2.614 0.00 0.0 0.0 6.0 3 30.02 9.15 61.138 3.238 5.3 1.771 0.000 58.6 44.0 0.0 44.0 0.000 0.86 44.4 36.0 1.0 11 31.00 9.45 93.864 4.143 d.4 1.835 0.000 89.9 66.4 63.4 129.7 0.000 0.00 56.1 38.0 1.0 11 31.99 9.75 85.607 4.249 5.0 1.899 0.000 82.0 59.5 59.5 119.0 0.000 0.00 53,0 38.0 1.0 11 32.97 10.05 91.916 4.812 5.2 1.963 0.000 86.0 62.6 62.8 125.7 0.000 0.00 54.6 38.0 1.0 11 33.96 10.35 60.556 2.762 4.6 2.024 0.000 29.0 20.4 0.0 20.4 4.683 0.00 0.0 0.0 6.0 5 34.94 10.65 43.616 1,833 4.2 2.08D 0.000 20.9 14.5 0.0 14.5 3.323 0.00 0.0 0.0 6.0 5 35.92 10.95 48.969 1.796 3.7 2,136 0.000 23.4 16.0 16.0 32,1 3.747 0.00 0.0 0.0 6.0 5 I .