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ConeTec Investigations Ltd. - CPT Interpretation Page: 1 erpretation output - Release 1.00.190 No: 00-0323-1640-0346 1� Job No: 97-100 f ` Client: CH2M HILL Project: Del Monte - Stockton, CA Site: Del Monte Location: CPT-13 Geologist: K. Sheets CPT bate: 00/16/03 - CPT Time: 16:16 V CPT Pile: 034C13.COR Water Table (m) : 15.54 (ft): 51.0 I Averaging increment (m) : 0.30 - 1 Su Nkt used: 12.50 {� Phi Method Robertson and Campanella, 1983 Dr Method : Jamiolkowski - All Sands Used Unit Weights Assigned to Sail Zones 1 ----------------------------------------- _.---------------------------------- Depth -- ___------------------------Depth Depth Avg0c AvgFs AvgRf k.Streas Hyd. Pr. N60 (N1)60 Delta (41)60 Su CAR Dr Phi OCR SET Ift) (m) (tsf) (taf) - It) (tef) - (tef) (blows/ft) (N1)60 CS (tsf) (t) (deg) (ratio) ---------------------------- ----------------� 0.49 0.15 0.000 0.000 0.0 0.031 0.000 O.D 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 I 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 D 2.46 0.75 0.000 0.000 0.0 0.153 0.000 0.0 0,0 010 0.0 0.000 0.00 0.0 0.0 1.0 0 r 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 {II 4.43 1.35 0.000 0.000 0.0 0.275 0.000 0.0 0.0 0.0 0,0 01000 0.00 0.0 0.0 1.0 0 5.41 1.65 57.887 3.373 5_8 0.338 0.000 55.4 95.4 0.0 95.4 0.000 0100 66.6 44.0 1.0 11 6.40 1.95 34.081 1.823 5.3 0.397 0.000 32.6 51.8 0.0 51.8 2.695 0.00 0.0 0.0 10.0 3 7.30 2.22 37.397 1.790 4.8 0.447 0.000 35.8 53.6 0.0 53.6 2.956 0.0D 0.0 0.0 10.0 3 20 2.50 39.107 2.187 5.6 0.498 0.000 37.5 53.1 0.0 53.1 3.089 0.00 0.0 0.0 10.0 3 .19 2.80 37.219 1.701 4.6 0.553 0.000 23.8 32.0 24.4 56.3 2,933 D.45 0.0 0.0 10.0 4 10.17 3.10 42.525' 1.826 4.3 0.610 0.000 27.1 34.8 24.2 58.9 3.353 0.42 0.0 0.0 10.0 11.15- 3,40 46,262 2.043 4.4 0.666 0.000 29,5 36.2 26.0 62.1 3.648 0.00 0.0 0.0 10.0 12,14 3.70 58.527 2.680 4.6 0.722 0.000 37.4 44.0 0.0 44.0 4.624 0.00 0.0 0.0 10.0 4 13-23 4.02 104.100 3.945 3.8 0.7e3 0.000 49.8 56.3 0.0 56.3 8.265 0.00 0.0 0.0 10.0 5 14.27 4.35 106.458 3.DI4 2.8 0.844 0.000 40.8 44.4 12.2 56.5 8.449 0.00 70.9 44.0 10.0 6 15.26 4.65 92.882 3-540 3.6 0.901 0.000 44.5 46.9 0.0 46.9 7.358 0.00 0.0 0.0 10.0 5 16.24 4.95 51.893 1.524 2.9 0.957 0.000 19.9 20.3 12.5 32.8 4,075 0.30 48.5 40.0 10.0 6 17.22 5.25 37,905 1.301 3.4 1.014 0.000 16.2 18.0 18.0 36.1 2.951 0.00 0.0 0.0 6.0 5 18,21 5.55 53.714 1.965 3.7 1.070 0.000 25.7 24.9 20.1 45.0 4.211 0.00 0.0 0.0 6.0 5 19.19 5.85 67.990 2.817 4.1 1.126 0.000 32.6 30.7 23.5 54.2 5.349 0.00 0.0 0.0 10.0 5 ' 20.18 6.15 40.977 1.946 4.0 1.163 0-000 23.5 21.6 21.6 43.1 3.824 0.00 0.0 0.0 6.0 5 21.16 6.45 52.903 2.257 4.3 1.239 0.000 25.3 22.6 22.8 45.5 4.133 0.00 0.0 0.0 6.0 5 22.15 6.75 39.787 1.320 3.3 1.296 0.000 19.1 16.7 16.7 33.5 3.079 o.0o 0,0 0.0 6.0 5 23.13 7.05 72.750. 1.613 2,5 1.352 0.000 27.9 24,0 12.8 36.8 5.712 0.32 53.2 40.0 10.0 6 24.11 7.35 71.493 1.975 2.6 1.408 0.000 27.4 23.1 14.3 37,4 5.607 0.40 52.1 38,0 6.0 6 25.10 7.6S 62.859 2.032 3.2 1.465 0,000 24.1 19.9 16.8 36.7 4.912 0.00 47.9 39.0 6.0 6 26.08 7.95 52,108 1.479 2.8 1.521 0.000 20.0 16.2 15.4 31.6 4.047 0.00 42.0 36.0 6.0 6 f 27,07 8.25 50.914 1.405 2,6 1.576 0.000 19.5 15.5 15.4 30.9 3.947 0-00 40.8 36.0 6.0 6 28.05 8.55 68.438 1,839 2.7 1.634 0.000 26.2 20.5 15.0 35.5 5.344 0.00 48.7 38.0 6.0 6 29.04 8.85 69.141 2.095 3.D 1.690 0.000 26.5 20.4 17.0 37.4 5.396 0.00 48.6 36.0 6.0 6 30.02 9.15 63.989 1.985 3.1 1.747 0.000 24.5 18.5 17.8 36.4 4.979 D.DO 45.9 38.0 6.0 6 31.00 9.45 67.151 2.027 3.0 1.803 0.000 25.7 19,2 17,6 36.8 5.228 0.00 46.8 38.0 6.0 6 31.99 9.75 86.964 2.940 3.4 1.859 0.000 33.3 24.4 19.7 44.1 6.808 0.00 53.8 36.0 6.0 6 32.97 , 10.05 78.338 2.912 3.7 1.916 0.000 37,5 27.1 27.1 54.2 6.114 0.00 0.0 0.0 6.0 5 33.96 10.35 76.806 3.263 4.2 1.972 0.000 36.6 26.2 26.2 52.4 5.987 0.00 . 0.0 0.0 6.0 5 34.94 10.65 77,329 3.560 4.6 2.033 0.000 74.1 51.9 51.9 103.9 0.000 0.00 49.1 38.0 1.0 11 35.92 10.95 54.788 2.446 4,5 2.093 0.000 26.2 18.1 0.0 16.1 4,216 0.00 0.0 010 6.0 5 1 Ir i 1'.