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i ConeTec Investigations Ltd. - CPT Interpretation Page: 1 Interpretation Output - Release 1.00.19c n No: 00-0327-1033-2651 .,ob No: 97-100 Client: CH2M HILL 't Project: Dal Monte - Stockton, CA Site= Del Monte Location: CPT-12 Geologist: K. Sheets - CPT Date: 00/16/03 CPT Time: 14:38 - CPT Pile: 034C12.COR -� ,Water Table (m): 15.54 (ft) : 51.0 - i Averaging increment (m) : 0.30 Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 Dr Method damiolkoweki - All Sande Used Unit Weights Assigned to Soil Zones ---------------------------------------------------'-------------------------•_.__----------------------• -------------------' Depth Depth AvgQt AvgPs Avgkf H.Streas Hyd. Pr. N60 (N1)60 Delta (N1)60 Su CRR Dr Phi OCR SST (ft) (m) -(tsf)----(tsf)----(!) (tsf) (tsf) (blows/ft) (N1)60 CS -------------------------------------- it) (deg) (ratio) - ----- ---- ----• --- ---- ----------------------- - - ----------------- 0.49 0.15 0.000 0.000 0.0 0.031 0.000 0.0 0.0 O.D 0.0 0.000 0.00 0.0 0.0 1.0 0.7 _ 1.48 0.45 0.000 0.000 0.0 0.092 0.000 0.0 0.0 O.0 0.0 0.000 0.00 0.0 0.0 1.0 0 2.46 0.75 0.000 0.000 O.0 D.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 D.D00 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 41.508 0.588 1.4 0.334 0.000 13.3 22.9 2.8 25.7 0.000 0.14 57.2 42.0 1.0 7 6.40 1.95 32.438 0.708 2.2 0.392 0.000 12.4 19.9 6.2 26.1 2.564 0.13 47.8 42.0 10.0 6 7.30 2.22 51.482 1.995 3.9 0.443 0.000 24.7 37.0 0.0 37.0 4.Oa3 0.00 0.0 0.0 10.0 5 i 8.20 2.50 40.668 1.383 3.4 0.495 0.000 19.5 27.7 13.3 41.0 3.214 0.23 0.0 0.0 10.0 5 19 2.90 57.901 2.329 4.0 0.551 0.000 27.7 37.3 0.0 37.3 4.588 0.00 0.0 0.0 10.0 5 _J.17 3.10 73.911 3.881 5.3 0.612 0.000 70.8 90,5 0.0 90.5 0.000 0.00 65,0 42.0 1.0 r 11.15 3.40 63.253 2.935 4.6 0.672 0.000 30.3 37,0 0.0 37.0 5.006 0.00 0.0 0.0 10.0 �- 12.14 3.70 67.553 3.109 4.6 0.728 0.000 32.3 37.9 0.0 37.9 5.346 D.00 010 0.0 10.0 5 1' 13.21 4.02 56.176 2.562 4.6 0.789 0.000 35.9 40.4 29.2 69.6 4.431 0.00 0.0 0.0 10.0 4 - 14.27 4.35 52.965 2.655 5.0 0.854 0.000 50.7 54.9 49.6 104.5 0.000 0.00 50.7 40.0 1.0 11 15.26 4.65 48.970 1.885 3.8 0.915 0.000 23.4 24.5 19.6 44.1 3.844 0.00 0.0 0.0 10.0 5 16.24 4.95 45.017 1.517 3.4 0.971 0.000 21.6 21.9 17.7 39.6 3.524 0.44 0.0 0.0 6.0 5 17.22 5.25 47.040 1.841 3.9 1.027 0.000 22.5 22.2 21.1 43.3 3.681 0.00 0.0 0.0 6.0 5 18.21 5.55 167.627 2.859 4.2 1.084 0.000 32.4 31.1 23.5 54.6 5.323 0.00 0.0 D.D 10.0 5 19.19 5.85 79,623 3.884 4.9 1.144 0.000 76.3 71.3 56.4 127.7 0.000 0.00 58.2 40.0 1.0 11 f 20.1a 6.15 90.024 5.457 6.1 1.208 0.000 86.2 78.4 0.0 78.4 0.000 O.OD 60.9 40.0 1.0 11 21.16 6.45 64.986 3.503 5.4 1.273 0.000 62.2 55.2 55.2 130.3 0.000 0.00 50.8 38.0 1.0 11 22.15 6.75 112.023 5.690 5.1 1.337 0.000 107.3 92.8 0.0 92.8 0.000 0.00 65.7 42.0 1.0 11 23.13 7.05 76.219 4.625 6,1 1.401 O.00D 73.0 61.7 0.0 61.7 0.000 0.00 54.0 40.0 1.0 11 24.11 7.35 50.030 2.656 5.3 1.461 0.000 47.9 39.6 0.0 39.6 3.886 0.00 0.0 0.0 6.0 3 25.10 7.65 61.333 2.466 4.0 1.516 0.000 29.4 23.9 23.9 47.7 4.785 0,00 0.0 010 6.0 5 26.08 7.95 69.050 2.665 3.9 1.573 0.000 33.1 26.4 25.7 52.1 5.398 0.00 0.0 0.0 6.0 5 f 27.07 8.25 63.664 2.728 4.3 1.629 0.000 30.5 23.9 23.9 47.8 4,963 0.00 0.0 0.0 6.0 5 f 28.05 8.55 48.751 1.828 3.7 1.685 0.000 23.3 18.0 18.0 36.0 3.765 0.00 0.0 0.0 6.0 5 29.04 8.85 38.633 1.193 3.1 1.742 0.000 18.6 14.1 14.1 26.2 2.967 0.36 0.0 0.0 6.0 5 30.02 9.15 54.009 1.960 3.6 1.798 0.000 25-9 19.3 - 19.3 38.6 4.177 0.00 0.0 0.0 6.0 5 ` 31.00 9.45 67.937 2.524 3.7 1.854 0.000 32.5 23.9 23.9 47.8 5.287 0.00 0.0 0.0 6.0 5 1 31.99 9.75 79.917 3.512 4.4 1.911 0.000 38.3 27.7 27.7 55.4 6.240 D.DO 0.0 0.0 6.0 5 32.97 10.05 75.002 3.228 4.3 1.967 0.000 35.9 25.6 25.6 51.2 5.843 0.00 D.0 0.0 6.0 5 33.96 30.35 70.083 2.845 4.1 2.024 0.000 33.6 23.6 23.6 47.2 5.445 0.D0 0.0 0.0 6.0 5 34.94 10,65 77,018 3.415 4.4 2,080 0.000 36.9 25.6 25.6 51.1 5.995 0.00 0.0 0.0 6.0 5 5.92 10.95 115.890 4.905 4.2 2.140 4.000 111.0 75-9 65.7 141.6 0.000 0.00 60.0 40.0 1.0 11 I