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ConeTec investigations Ltd. - CPT Interpretation Page: i Interpretation Output - Release 1.00.19d Run No: 00-0106-1504-5961 No! 99-XXX --ant: CH2M HILL - - Project: Del Monte - Stockton, CA Site: Del Monte - Location: CPT-05 Hydrol- K. Sheets CPT Date: 99/16/12 CPT Time: 13:35 CPT Pile: 165CO5.COR - -------------------------------------------------------------------------------------------------------------------- Pater Table Im): 15.54 (ft) : 51.0 Averaging Increment (m): 0.30 Su Nkt used: 12.50 Phi Method : Robertson and Campanella, 1983 Dr Method Yamiolkowski - All Sands Used Unit Weights Assigned to Soil Zones Depth .Depth' AvgOt AvgFs AvgRf E.Stress Hyd. Pr. H60 (N1)60 Delta (NI)60 Su CRR Dr Phi OCR SST (ft) (m) (csf) (tsf) (k) {tsf) (tsf) (blows/ft) (N1)60 CS (tsf) it) (deg) (ratio) 0.42 0.15 0.000 0.000 0-0 . 0.03E 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 1 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 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 40.008 2.082 5.2 0.333 0.000 38.3 66.4 0.0 66.4 3.174 0.00 0.0 0.0 10.0 3 6.40 1.95 56.477 2.060 3.6 0.388 0.000 27.0 43.4 0.0 43.4 4.487 0.00 0.0 0.0 10.0 5 7.30 2.22 58.030 2.476 4.3 0.440 0.000 27.8 41.9 0.0 41.9 4.607 0.00 0.0 0.0 10.0 5 I, 8.20 2.50 35.279 1.731 4.9 0.491 0.000 33.8 48.2 37,3 85.5 2.783 0.00 0.0 0.0 10.0 3 II a.19 2.80 26.673 1.205 4.5 0.546 0.000 25.5 34.6 34.6 69.2 2.090 0.00 0.0 0.0 6.0 3 L7 .3.10 27.558 1.280 4.6 0.601 0.000 26.4 34.1 34.1 68.1 2.157 0.00 0.0 0.0 6.0 1-15 3.40 58.982 2.783 4.7 0.656 0.000 37.7 46.5 0.0 46.5 4.666 0.00 0.0 0.0 10.0 _ 12.14 3.70 50.611 2.697 5.3 0.712 0.000 40.5 57.5 0.0 57.5 3.992 0.00 0.0 0.0 10.0 3 �. 13.21 4.02 37.101 1.830 4.9 0.771 0.000 35.5 40.5 40.5 80.9 2.906 0.00 0.0 0.0 6.0 3 14.27 4.35 47.613 - 2.610 5.5 0.831 0.000 45.6 50.0 50.0 100.1 3.743 0.00 0.0 0.0 - 10.0 3 15.26 4.65 80.462 5.201 6.5 0.890 0.000 77.1 81.7 0.0 81.7 0.000 0.00 62.1 42.0 1.0 11 i 1 16.24 4.95 74.593 4.426 5.9 0.954 0.000 71.4 73.1 0.0 73.1 0.000 0.00 58.9 40.0 1.0 11 17.22 5-25 92.384 5.261 5.7 1.019 0.000 88.5 87.7 0.0 87.7 0.000 0.00 64.1 42.0 1.0 11 18.21 5.55 94.769 4,630 4.9 1.083 0.000 90.8 87.2 0.0 87.2 0.000 0-00 64.0 42.0 1.0 11 19,19 5.85 - 75.151 4.118 5.5 1.147 0.000 72.0 67.2 - 63.3 130.5 0.000 0.00 56.5 40.0 1.0 11 ! 20.18 6.15 172.617 9.309 5.4 1.211 0.000 165.3 150.2 0.0 150.2 0.000 0.00 79.6 44.0 1.0 17. _I 21.16 6.45 84.734 5.809 6.9 1.275 0.000 81.1 71.9 0.0 71.9 0.000 0.00 56.4 40.0 1.0 11 22.15 6.75 44.619 2.444 5.5 1.335 0.000 42.7 37.0 0.0 37.0 3.463 0.00 0.0 0.0 6.0 3 23.13 7.05 41.024 2.250 5-5 1.390 0.000 39.3 33.3 0.0 33.3 3.171 0.00 0.0 0.0 6.0 3 24.11 7.35 52.269 2.854 5.5 1.445 0.000 50.1 41.7 0.0 41.7 4.066 0.00 0.0 0.0 6.0 3 1 - 25-10 7.65 68.034 4.320 6.4 1.504 0.000 65.2 53.1 0.0 53-1 0.000 0.00 49.8 38.0 1.0 11 26.08 7.95 53.188 3.116 5.9 1.568 0.000 50.1 40.7 0.0 40.7 0.000 0.00 42.1 36.0 110 11 27.07 8.25 48.964 2.925 6-0 1.628 0.000 46.9 36.8 0.0 36.8 3.787 0.00 0.0 0.0 6.0 3 20.05 8.55 45.674 2.625 5.7 1.683 0.000 43.7 33.7 0.0 33.7 3.519 0.00. 0-0 0.0 6.0 3 29.04 8.85 50.326 2.718 5.4 1.738 0.000 48.2 36.6 0.0 36.6 3.887 0,00 0.0 0.0 6.0 3 30.02 9.15 39.657 2.093 5.3 1.792 0.000 38.0 28.4 0.0 28.6 3.029 0.00 0.0 0.0 6.03 31.00 9.45 41.435 2.239 5.4 1.847 0.000 39.7 29.2 0.0 29.2 3.167 0.00 0.0 0.0 6.0 3 31.99 9.75 51.815 2.413 4.7 1.903 0.000 33.1 24.0 0.0 24.0 3.993 0.00 0.0 0.0 6.0 4 32.97 10.05 70.337 3.781 5.4 1.963 0.000 67.4 -48.1 0.0 48.1 0.000 0.00 46.9 38.0 1.0 11 33.96 10.35 59.347 2.962 5.0 2.027 0.000 56.8 39.9 0.0 39.9- 0.000 0.00 41.6 36.0 1.0 11 fl 34.94 10.65 51.862 2.377 4.6 2.088 0.000 33.1 22.9 0.0 22.9 3.982 0.00 0.0 0.0 6.0. 4 I! 35.92 10.95 57.195 2.441 4.3 2.144 0.000 27.4 18.7 0.0 18.7 4.404 0-00 0.0 0.0 6.0 51 II ' 3 t