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i iGregg In.Situ, Inc. Page: 1 Interpretation Output - Release 1.00.198 No: 01-0913-1823-2422 -No: 97-100 Client; CH2M HILL 'Project: Disco Site, Stockton, CA Site: Disco site Location: CPT-21 Geologist: 8:. sheets CPT Date: 01/09/08 CPT Time: 14:57 CPT File: 142C21-COR -------------------------------------------- J 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 3amiolkoweki - All Sande Used Unit Weights Assigned to Soil Zones -------------------------------------------------___________-__--_-------------------------------------------------------___-______ epth Depth AvgQt AvgPs AvgRf S.Strass Hyd. Pr. N60 (141)60 Delta (171)60 Su CRR Dr Phi OCR SBT Tt) (m) (tef) (taf) It) (taf) (tet) (blows/ft) (N1)60 Cs (tef) (%) (deg) (ratio) ----------------------------------------------------------------------------------------------------------------------------------- 0.49 0.150.000 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 1.46 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 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 0.0 0.215 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 42.911 1,271 3.0 0.334 0.000 16.4 28.5 8.0 36.5 3:406 0.21 58.1 44.0 10.0 6 6.40 1.95 34.906 1.216 3.5 0.390 0.000 16.7 26.8 12.2 39.0 2.761 0.20 0.0 0.0 10.0 5 7.30 2.22 25.648 1.275 5.0 0.441 0.000 24.6 37.0 35.2 72.2 2.017 0.00 0.0 0.0 10.0 3 ,0.20 2.50 28.416 1.280 4.5 0.491 0.000 27.2 38.8 33.6 72.4 2.234 0.42 0.0 0.0 10.0 3 :9 2.80 31.129 1.519 4.9 0.546 0.000 29.8 40.3 38.4 78.7 2.447 0.00 0.0 0.0 10.0 3 -.17 3.10 37.214 1.706 4.6 0.602 0.000 23.6 30.6 25.3 56.0 2.929 0,00 0.0 0.0 10.0 4 11.15 3-40 54.934 3.054 5.6 0.662 0.000 52.6 64.7 0.0 64.7 0.000 0.00 55.4 42.0 1.0 11 12.14 3.70 45.051 2.548 5.1 0.722 0.000 43.1 50.8 50.8 101.6 3.546 0.00 0.0 0.0 10.0 3 13.21 4.02 31.379 1.723 5.5 0.781 0.000 30.1 34.0 0.0 34.0 2.448 0.00 0.0 0.0 6.0 3 1• - 14.27 4.35 28.149 1.554 5.5 D.840 0.000 27.0 29.4 0.0 29.4 2.185 0.00 0.0 0.0 6.0 3 15.26 4.65 38,336 2.135 5.6 0.895 0.000 36.7 38.8 0.0 38.8 2.995 0,00 0.0 0.0 6.0 3 ..16.24 4.95 64.646 3.828 5.9 0.955 0.000 61.9 63.4 0.0 63.4 0.000 0.00 54.e 40.0 1.0 11 17.22 5.25 69.049 3.567 5.2 1.019 0.000 66.1 65.5 56.3 121.6 0.000 0.00 55.8 40.D 1.0 11 18.21 5.55 71.821 3.747 5.2 1.083 0.000 68.8 66.1 58.5 124.6 0.000 0.00 5610 40.0 1.0 11 19.19 5.85 37.8e5 1.579 4.2 1.143 0.000 24.2 22.6 22.6 45.2 2.939 0.00 0.0 0.0 6.0 4 20.16 6.15 45.253 1.699 4.2 1,200 0.000 21.7 19.6 19,8 39.6 3.524 0.00 0.0 0.0 6.0 5 21.16 6.45 40.832 1.826 4.5 1.256 0.000 26.1 23.3 23.3 46.5 3.166 O.OD 0.0 0.0 6.0 4 .22.15 6.75 69.205 4.172 6.0 1.316 0.000 66.3 57.8 0.0 57.8 0.000 0.00 52.3 36.0 1.0 11 23.13 7.05 96.515 6.915 7.1 1.381 0.000 92.4 78.7 0.0 78.7 O.DDO 0,00 61.0 40.0 1.0 11 24.11 7.35 47.195 3.799 8.1 1.440 0.000 45.2 37.7 0.0 37,7 3.660 0.00 0.0 0.0 6.0 3 25.10 1.65 92.049 5.281 5.7 1.500 0.000 88.2 72.0 72.0 144.0 D.000 0.00 58.5 40.0 1.0 11 26.08 7.95 111.839 6.350 5.7 1.564 0.000 107.1 85.7 0.0 85.7 0.000 0.00 63.5 40.0 1.0 li 27,07 8.25 63.232 5.530 8.7 1.628 0.000 60.6 47.5 0.0 47.5 0.000 0.00 46.5 30.0 1.0 11 -28.05 8.55 53.654 3.808 7.1 1,692 0.000 51.4 39.5 0.0 39.5 0.000 0.00 41.3 36.0 1.0 11 29.04 8.85 34.094 2.274 6.7 1.752 0.000 32.6 24.6 0.0. 24.6 2.583 0.00 0.0 0.0 610 3 {,30.02 9.15 22.540 1.736 7.7 1.807 0.000 21.6 16.1 0.0 16.1 1.659 0.00 0,0 0.0 3.0 3 31.00 9.45 50.001 3.211 6.4 1.862 0.000 47.9 35.1 0.0 35.1 3.851 0.00 0.0 0.0 6.0 3 31.99 9.75 31.083 2.331 7.5 1,916 0.000 29.6 21,5 0.0 21.5 2.333 0.00 0.0 0.0 6.0 3 '32.97 10.05 27.902 1.631 5.8 1.971 0.000 26.7 19.0 D.0 19.0 2.074 0.00 0.0 0.0 6.0 3 33.96 10.35 52.865 3.156 6.D 2.031 0.000 50.6 35.5 0.0 35.5 0.000 -0.00 38.2 34.0 1.0 11 34.94 10.65 105.402 5.440 5.2 2.095 0.000 100.9 69.7 69.7 139.5 0.000 0.00, 57.6 39.0 1.0 11 1 35.92 10.95 65.446 4,788 7.3 2.159 0.000 62.7 42.7 0.0 42.7 0.000 0.00 43.5 36.0 1.0 11 t 1!