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1 ConeTec investigations Ltd. - CPT Interpretation Page: 3 .erpretation output - Release 1.00.19c a No: 00-0323-1640-0308 Job No: 97-100 Client: CH2M RILL - Project: Del Monte - Stockton, CA Site: Del Monte f Location: CPT-10 Geolpgist: K. Sheets GPT Date: 00/14/03 CPT Time: 09:46 CPT File: o34C10.COR ---------------------------------------_____________________________________________________________________________ Water Table (m): 15.54 (ft): 51.0 l Averaging Increment (m) : D.30 - Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 Dr Method Jamiolkovski - All Sande ` Used unit Weigbcs Assigned to Soil 2onee 1 ----------------------------- ------- --------------------------------------------------------------------------- -----------I- Depth Depth AvgQt AvgFs AvgRf E.Strees H d. Pr. N60 (NS)60 Delta (N1)60 Su CAR Dr Phi OCR 8BT (ft) (m) (taf) (tsf) (t) (tef) (tef) (blove/ft) (N1)60 CS (tef) _ (i) (deg) (ratio) ---------------------------------------------------------------------------------------------------------------------------------- 0.49 0.15 0.000 0.000 0.0 D.031 D.DDD D.0 0.0 0.0 0.0 0.000 o.oD 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 f 3.44 1.05 0.000 D_DOD D.D 0.214 0.000 0.0 0.0 O.D 0.0 0.000 0.00 0.0 0.0 1.0 0 II , 4.43 1.35 0.000 0.,000 D.o 0.275 0.000 0.0 D.0 0.0 0.0 0.000 O.DD 0.0 0.0 1.0 0 ' 5.41 1.65 7,765 0.317 4.1 0.333 0.000 7.4 12.9 0.0 12.9 0.595 0.00 0.0 0.0 6.0 3 6.40 1,95 21.287 0.603 2.8 0.388 0.000 10.2 16.4 9.6 26.0 1.672 0.13 0.0 0.0 10.0 5 ' 7.30 2.22 21.537 0.682 3.2 0.440 0.000 10.3 15.5 11.3 26.8 1.688 0.16 0.0 0.0 6.0 5 1 I. 20 2.50 22.670 0.600 2.6 0.492 0.000 1D.9 15.5 10.1 25.6 1.774 0.14 0.0 D.D 6.0 5 .19 2.80 31.312 1.027 3.3 0.548 0.000 15.0 20.3 13.1 33.3 2.461 0,21 0.0 0.0 10.0 5 10.17 3.10 42.574 1.343 3.2 0.605 0.000 20.4 26.2 13.4 39.7 3.358 0.23 0.0 0.0 10.0 11.15 3.40 30.823 1.046 3.4 D.661 0.000 14.8 18.2 14.7 32.9 2.413 0.29 0.0 0.0 6.0 12.14 3.70 38.4D7 D.725 1.9 0.717 0.00D 14.7 '17,4 7.3 24.7 3.D15 D.14 44.0 38.0 10.D 6 13.21 4.02 35.881 1.275 3.6 0.778 0.000 17.2 19.5 16.7 36.2, 2.808 0.41 0.0 0.0 6.0 5 14.27 4.35 1o9.751 2.986 2.7 0.840 0.000 42.0 45.9 12.6 57.5 8.713 0.00 71.8 44.0 10.0 6 II 15.26 4.65 54,478 2.409 4.4 0.896 0.000 26.1 27.6 22.3 49.9 4.257 0.00 0.0 0.0 10.0 5 V 16.24 4.95 41.382 1.372 3.3 0.952 0.000 19.8 20.3 17.3 37.6 3.234 0.44 D.0 0.0 6.0 5 17.22 5.25 56.293 1.788 3,2 1.009 0.000 21.6 21.5 13.8 35.2 4.423 0.37 50.1 40.0 10.0 6 18.21 5.55 62.320 2.160 3.5 . 1.065 0.000 29.8 28.9 19.2 48.1 4.900 0.00 0.0 0.0 10.0 5 19.19 5.85 45.861 1.945 4.2 1.121 0.000 22.0 20.7 20.7 41.5 3.579 0.00 0.0 0.0 6.0 5 20.18 6.15 47.158 1.226 2.6 1.178 D.000 18.1 16.6 22.4 29.1 3.678 0.30 42.8 38.0 6.0 6 21.16 6.45 61.547 1.597 2.6 1,234 0.000 23.6 21.2 12.6 33.9 4.825 0.32 49.7 38.0 6.0 6 22.15 6.75 86.6D1 3.057 3,5 1.291 0.000 33.2 29,2 17.4 46.6 6.025 0.00 58.9 40.0 10.0 6 23.13 7.05 83.304 3.475 4.2 1.347 0.000 39.9 34.4 25.9 60,3 6.557 0.00 0.0 0.0 10,D 5 tl 29.11 7.35 78.802 3.315 4.2 1.403 0.000 37.7 31.9 26.5 58.7 6.192 0.09 0.0 0.0 10.0 5 25.10 7.65 72.674 3.271 4.5 1.460 0.000 34.9 28.9 28.8 57.6 5.713 0.00 0.0 0.0 6.0 5 26.08 7.95 82.227 3.777 4.6 1,520 0.000 78.7 63.9 60.1 124.0 0.000 0.00 55.0 , 40.0 1.0 11 27.07 8.25 86.727 3.988 4.6 1.584 0.000 63.1 66.0 61.5 127.4 0.000 0.00 56.0 40.0 1,0 11 28.05 5.55 92.346 3.051 3.3 1.645 0.000 35.4 27.6 '18.2 45.8 7.256 0.00 57.2 40.0 10.0 6 29.04 8.85 93.897 2.867 3.1 1.701 0.000 36.0 27.6 17,2 44.8 7.376 0.00 57.2 40.0 10.0 6 30.02 9.15 100.818 3.726 3.7 1.757 0.000 38.6 29.1 20.9 50.1 7.925 0.00 58.8 40.0 10.0 6 I 31.00 9.45 92.862 3.417 3.7 1.814 0.000 35.6 26.4 21.1 47,5 7.284 0.00 56.0 38.0 10.0 6 31.99 9.75 72.554 2,306 3.2 1.870 0.000 27.8 20.3 18.8 39.1 5.655 0.00 48.5 38.0 6.0 6 32.97 10.05 63.391 1.739 2.7 1.927 0.000 24.3 17.5 16.9 34.4 4.917 O.DD 44.2 36.0 6.0 6 33.96 10.35 56.034 1.552 2.8 1.963 0.000 21.5 15.2 15.2 30.5 4.324 0.00 40.2 36.0 6.0 6 l 34.94 10.65 66.775 2.937 4.4 2.039 0.000 32,0 22.4 22.4 44.8 5.179 0.00 D•0 0.0 6.0 5 ' 35.92 10,95 54.168 2.498 4.6 2.096 0.000 34.6 23.9 0.0 23.9. 4.166 0.00 0.0 0.0 6.0 4 r 1 1 l