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r ConeTec Investigations Ltd. - CPT Interpretation Page: 1 Interpretation Output - Release 1.00.19c n No: 00-0323-1640-0330 �b No: 97-IOD . Client: CH2M HILL Project: Del Monte - Stockton, CA Site: Del Monte Location: CPT-11 i Geologist: K. Sheets CPT Date: 00/16/03 CPT Time: 13:09 CPT Pile: 034C11.COR ` ---------------------------------------------------------------------------------------------------------•---------- Mater Table (m) : 15.54 Ift): 51.0 ' Averaging Increment (m) : 0.30 Su Nkt used: 12.50 II Phi Method Robertson and Campanella, 1983 Dr Method Jamiolkomski - All Sande Used Unit Weights Assigned to Soil Zones Depth Depth AvgQt AvgPe AvgRl H.Stress Hyd. Pr. N60 (N1)60 Delta (171)60 Su. CRR Dr Phi OCR SST (ft) (m) (tsf) (csf) (0) (tai) (tsf) (blows/ft) (N1)60 CS (tsf) (%) (deg.) (ratio) i -------------•`--------------------------- r-------------------`------------------------------------------------------' 0.49 .0.15 0.000 0.000 O.D O.D31 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 O.D 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 01000 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 ` 3.44 1.D5 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 11 4.43 1-35 D.000 0.000 0.0 0-275 0.000 0.0 0.0 0.0 0.0 D.D00 0.00 0.0 0.0 1.0 0 - 5.41 1.65 190.689 1.301 0.7 0.336 0,00D 36.5 63.0 0.0 63.0 0.000 0.00 95.0 50.0 1.0 9 6.40 1-95 246.294 2.050 0.8 0.397 0.000 47.2 74.9 0.0 74.9 0.000 0.00 95.0 50.0 1.0 9 7.30 2.22 185.923 1.576 0.8 0.453 0.000 35.6 52,9 0.0 52.9 0.0DD 0.00 95.0 48,0 1.0 9 8.20 2.50 71.060 0.655 0.9 0-508 0.000 17.0 23.9 1.1 25.0 0.000 0.19 66.6 44.0 1.0 8 19 2.80 16.918 0.202 1.2 6.566 0.000 6.5 8.6 4.8 13.4 1.308 0_.09 30-0 36.0 6.0 6 -17 3.10 16-665 0.481 2.9 0,623 0.000 0.0 10.1 10.1 20.3 1.285 0.18 0.0 0.0 6.0 11.15 3.40 105.090 0.989 0-9 0.681 0.000 25.2 30.5 1.2 31.7 0.000 0.30 73.6 44,0 1.0 l• 12,14 3.70 100.122 2,408 2.4 0.739 0.DDD 32.0 37.2 7-9 45.1 O.DDO 0.45 71.0 44.0 1.D 7 13.21 4.02 56.224 2.107 3.7 0.801 0.000 26.9 30.1 18.2 48.3 4.434 0-42 0.0 0.0 10.0 5 14.27 4.35 41-891 1.390 3.3 0.862 0.000 20.1 21.6 16.5 38.3 3.282 0.35 0-0 0.0 6.0 5 E- 15.26 4.65 57,752 2.017 3.5 0.919 0.000 27-7 28.9 18.1 46.9 4.547 0.41 0.0 0.0 10.0 5 l 16.24 4.95 46.395 1.499 3-2 0.975 D.000 22.2 22.5 17,1 39-6 3.634 0.38 0.0 0.0 6,0 5 17.22 5.25 50.287 1-555 3.1 1.031 0.000 19.3 19.0 13.5 32.5 3.940 0.36 46.5 38.0 6-0 6 18.21 5.55 86.990 3.465 4.0 1.000 0.000 41.7 39.9 22.9 62.8 6,672 0.00 0.0 0.0 10.0 5 �llI 19.19 5.85 95.234 4.782 5.0 1.148 0.000 91,2 85.1 O.D 85.1 O.00D 0.00 63.3 42.0 1.0 11 I 20.18 6.15 68.011 2.790 4.1 1.208 0.000 32.6 29.6 24.0 53.6 5.346 0,0D D.0 D.o 10,0 5 21.16 6.45 41.929 .1.270 3.0 1.265 0.000 20.1 17.9 17,9 35.7 3.253 0.00 0.0 0.0 6.0 5 22.15 6.75 46.788 1.2D8 2.6 1.321 0.000 17.9 15.6 13.2 28.8 3.637 0.38 40.9 36.0 6.0 6 23.13 7.05 47.28D 1,459 3.1 1.378 0.000 18.1 15.4 15.4 30.9 3.672 0.00 40,6 36.0 6.0 6 ` . 24.11 7.35 41.964 1.250 3.0 1.414 0.000 16.1 13.4 13.'4 26.9 3.242 0.00 36.6 36.0 6.0 6 25.10 7.65 44.030 1.557 3.5 1.490 0.000 21.1 17.3 17,3 34.5 3.403 0.00 0.0 0.0 6.0 5 26.08 7.95 69.714 2.551 3.7 1.547 0.000 33.4 26.8 24,2 51.1 5-453 0.00 0.0 0.0 6.0 5 27.07 0.25 62.200 2.426 3.9 1.6D3 0.000 29.8 23,5 23.5 47.1 4.848 0.00 0.0 0.0 6.0 5 28.05 8.55 49.825 1.662 3.3 1.659 D.D00 23.9 18.5 18.5 37.0 3.853 0.00 0.0 0.0 6.0 5 29.04 8.85 58.007 1.824 3.1 1.716 0.000 22.2 17.0 17.0 33.9 4.503 0.00 43.3 36.0 6.0 6 f 30.02 9.15 58.594 1.871 3.2 1.772 0.000 22.4 16.9 16.9 33.7 4.546 0.00 43.1 36.0 6.0 6 I 31.00 9.45 54.887 1.701 3-1 1.829 0.000 21.0 15.5 15.5 31.1 4.245 D.00 40.8 36-0 6,0 6 ll 31.99 9.75 63.852 2.259 3.5 1.865 0.000 30.6 22-3 22.3 44.5 4.957 0,00 0,0 0.0 6.0 5 32-97 10.05 55.806 2.409 4.5 1.941 0.000 26.7 19.2 0.0 19.2 4.309 0.00 0.0 0.0 6-0 5 33.96 10.35 48.002 1.704 3.6 1.998 0.000 23.0 16.3 16.3 32.5 3.680 0-00 0.0 0.0 6.0 5 34.94 10.65 62.937 2.053 3.3 2.054 0.000 24.1 16.8 16.6 33-6 -4.871 0.00 43.1 36.0 6.0 6 I 35.92 10.95 68.033 2.424 3.6 2.111 O.DDO 32.6 22-4 22.4 44.9 5.274 0.00 0.0 0.0 6.0 5