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Gregg In Situ, Inc. Page: 1 interpretation Output - Release 1,00.19e ! No: 01-0913-1823-2400 i - No: 97-100 Client: CH2M HILL Project: Disco Site, Stockton, CA Site: Disco Site Location: CPT-19 ,Geologist: K. Sheets CPT Date: 01/08/08 CPT Time: 08:23 CPT File: 142C19.COR 1 ------------------------------------------------------------------------------------------------------------------ water Table (m): 16.15 (ft): 53.0 Averaging Increment (m): 0.30 Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 i Dr Method Jamiolkowski - All Sands Used Unit Weights Assigned to Soil zones [.)epth Depth AvgQt AvgFs AvgRf 6.Stress Hyd. Pr. N60 (N1)60 Delta (N1)60 Su CRR Dr Phi OCR SET ;ft) (m) (tar) (tar) (8) (ter) (ter) (blows/ft) (N1)60 CS (ter) (t) (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 D.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 D.DDD 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 0.275 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 37.745 1.445 3.8 0,334 0.000 18.1 31.3 0.0 31.3 2.993 0.00 0.0 0.0 10.0 5 6.40 1.95 29.941 1.183 4.0 0.390 0.000 19.1 30.6 18.0 48.6 2.364 0.22 0.0 0.0 10.0 4 7,30 2.22 26.023 1.103 4.2 0.442 0.000 16.6 25.0 20.0 45.0 2.047 0.30 0.0 0.0 10.0 4 8_.20 2.50 26.201 1.039 4.0 0.493 0.000 16.7 23.8 19.7 43.5 2.057 0.30 D.0 0.0 10.0 4 X19 2.80 2e_731 1.268 4.4 0.549 0.000 27.5 37.1 34.7 71.8 2.255 0.00 0.0 0.0 10.0 3 .17 3.10 36.584 1.734 4.7 0.604 0.000 35.0 45.1 39.3 84.4 2,878 0.00 D.D 0.0 10.0 3 11.15 3.40 47.224 1.968 4.7 0.659 0.000 22.6 27,8 18.5 46.4 3.725 0.44 0.0 0.0 10.0 5 12.14 3.70 65.946 3.270 5.0 0.720 0.000 63.2 74.5 0.0 74.5 0.000 D.DO 59.4 42.0 1.0 11 13.21 4.02 45.236 2.774 6.1 10.784 0.000 43.3 48.9 0.0 48.9 3.556 0.00 0.0 0.0 10.0 3 14.27 4,35 38.533 2.795 7.3 0.843 0.000 36.9 40.2 0.0 40.2 3.015 D-OD 0.0 0.0 6.0 3 15.26 4.65 37.854 2.408 6.4 0.898 0.000 36.3 38.3 0.0 38.3 2.956 0.00 0.0 0.0 6.0 3 16.24 4.95 . 49.274 3.011 6.1 0.953 0.000 47.2 48.3 0.0 48.3 3.866 0.00 0.0 0.0 10.0 3 17.22 5.25 70.585 4.536 6.4 1.012 0.000 67.6 67.2 0.0 67.2 0.000 0.00 56.5 40.0 1.0 11 18.21 5.55 85.478 5.682 6.6 1.077 0.000 81.9 70.9 0.0 78.9 0.000 0.00 61.1 42.0 1.0 11 19.19 5.85 114.781 6.045 5.3 1.141 0.000 109.9 102.9 0.0 102.9 0.000 0.00 68.7 42.0 1.0 11 .20.18 6.15 129.796 5.779 4.5 1,205 0.000 124.3 113.2 0.0 113.2 0.000 0.00 71.5 42.0 1,0 11 21.16 6.45 162.297 5.946 3.7 1.267 0.000 77.7 69.1 0.0 69.1 0.000 0.00 77.1 44.0 1.0 12 22.15 6.75 114.090 7.081 6.2 1.329 0.000 109.3 94.8 0.0 94.8 0.000 0,00- 66.4 42.0 1.0 11 23.13 7.05 71.695 4.658 6.5 1.393 0.000 68.7 58.2 0.0 58.2 0.000 0.00 52.4 38.0 1.0 11 E24.11 7,35 61.901 3.639 5.9 1.457 0.000 59.3 49.1 0.0 49.1 0.000 0.00 47.5 38.0 1,0 11 25.30 7.65 55.367 3.240 5.9 1.521 0.000 53.0 43.0 0.0 43.0 0.000 0.00 43.7 38.0 1.0 11 26.09 7.95 40.782 2.593 6.4 1.581 0.000 39.1 31.1 0.0 31.1 3.136 0.00 0.0 0.0 6.0 3 27.07 8.25 55.616 3.761 6.8 1.640 0.000 53.3 41.6 0.0 41.6 0.00D D.DD 42.7 36.0 110 11 28.05 8.55 46.829 3.071 6.6 1.700 0.000 44.11 34.4 0.0 34.4 3.610 0.00 0.0 0.0 6.0 3 29.04 9.85 58.522 3.671 6.3 1.759 0.000 56.0 42.3 0.0 42.3 0.00D 0,00 43.2 36.0 1.0 11 l 30.02 9.15 60.329 3.694 6.1 1.824 0.000 57.8 42.8 0.0 42.8 0.000 0.00 43.6 36.0 1.0 11 31.00 9.45 57.442 4.125 7.2 1.888 0.000 55.0 40.0 0.0 40.D 0.000 0.00 41.7 36.0 1.0 11 31.99 9.75 60.279 4.691 7.8 1.952 0.000 57.7 41.3 0.0 41.3 0.000 0.00 42.6 36.0 1.0 11 32.97 10.05 63.230 4.528 7.2 2.016 0.000 60.6 42.6 0.0 42.6 0.000 0.00 43.5 36.0 1.0 11 33.96 10.35 51.046 3.114 6.1 2.076 0.000 48.9 33.9 0.0 33.9 3.918 0.00 0.0 0.0 6.0 3 34.94 10.65 59,161 2.777 4.7 2.132 0.000 37.9 25.9 0.0 25,9 4.562 0.00 0.0 0.0 6.0 a 35.92 10.95 78.281 4.325 5.5 2.192 0.000 75.0 50.6 0.0 50.6 0.000 0.00 48.4 36.0 1.0 11 I� ` t.