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ConeTec Investigations Ltd. - CPT Interpretation Page: I f Interpretation Output - Release 1.00.19d R- No: 00-0106-1504-5945 ro: 99-XXX -ent: CH2M HILL Project: Del Monte - Stockton, CA Site: Del Monte Location: CPT-DIA Hydrol.: H. Sheets ` CPT Date: 99/16/12 CPT Time: 11:02 CPT Pile: 165COlA.COR --------------------------------------------------------------------------------------------------------------------- Nater Table (m): 15.54 (ft) : 51.0 - Averaging Increment (m) : 0.30 - Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 Dr Method Jamialkoweki - All Sands Used Unit Heights Assigned t0 Boil Zones Depth Depth AvgQt AvgPs AvgRf E.Stress Hyd. Pr. N60 (NI)GO Delta (N1)60 Su CRR Dr Phi OCR SET f (deg) (ratio) fft) ----(m)-- --(tsf) (tsf) 1t-) ----(tef)- (tef) (blows/ft) (N1)60 CS (tef) M0.49 0.15 68.039 0.398 0.6 0.030 0.000 16.3 32.6 0.0 32.6 0.000 0.29 95.0 50.0 1.0 B 1.48 0.45 20.562 0.668 3.3 0.088 0.000 9.8 19.7 0.0 19.7 1.638 0.00 0.0 0.0 10.0 .5 2.46 0.75 12.000 0.363 3.0 0.144 0.000 7.7 15.3 6.5 21.8 D.948 0.09 0.0 0.0' 10.0 - 4 3.44 1.05 19.944 0.675 3.4 0.200 0.000 9.5 19.1 7.7 26.8 1.579 0.11 0.0 0.0 10.0 5 4.43 1.35 50.256 2.454 4.9 0.257 0.000 32.1 63.3 0.0 63.3 4.000 0.00 0.0 0.0 10.0 4 5.41 1.65 40.629 2.409 5.9 0.312 0.000 38.9 69.6 0.0 69.6 3.225 0.00 0.0 0.0 10.0 3 6.40 1.95 42.928 2.062 4.6 0.367 0.000 41.1 67.8 0.0 67.8 3.405 0.00 0.0 0.0 10.0 3 7.30 2.22 32.289 1.548 4.8 0.416 0.000 30.9 47.9 0.0 47.9 2.550 0.00 0.0 0.0 10.0 3 8.20 2.50 50.840 2.733 5.4 - 0.468 0.000 48.7 71.2 0.0 71.2 4.030 0.00 0.0 0.0 10.0 3 19 2.80 66.517 3.629 5.5 0.527 0.000 63.7 87,7 0.0 87.7 0.000 0.00 64.1 44.0 1.0 11 .7 3.10 37,610 1.581 4.2 0.588 0.000 24.0 31.3 23.0 54.4 2.962 0.39 0.0 0.0 10.0 4 j 11.15 3.40 63.605 1.754 2.7 0.644 0.000 24.4 30.5 10.1 40.5 5.053 0.28 60.1 42.0 10.0 6 12.14 3.70 62.691 2.996 4.8 0.704 0.000 60.0 71.5 0.0 71.5 0.000 0.00 58.3 42.0 1.0 11 13.21 4.02 40.334 1.730 4.3 0.769 0.000 25.8 29.4 26.6 56.0 3.165 0.00 0.0 0.0 30-0 4 14.27 4.35 28.330 0.934 3.3 0.630 0.000 13.6 14.9 14.9 29.8 2.200 0.41 0.0 0.0 6.0 5 15.26 4.65 31.324 0.824 2.6 0-887 0.000 12.0 12.7 11.0 23.7 2.435 0.26 35.1 36.0 6.0 6 16.24 4.95 28.591 0-700 2.4 0.943 0.000 11.0 11.3 10.8 22.1 2.212 0.30 31.6 36.0 6.0 6 17.22 5.25 29.839 0.994 3.3 1.000 0.000 14.3 14.3 14.3 28.6 2.307 0.37 0.0 0.0 6.0 5 18.21 5.55 83.441 4.954 5.9 1.060 0.000 79.9 77.6 0.0 77.6 0.000 0.00 60.6 40.0 1.0 11 19.19 5.85 90.898 5.844 6.4 1.124 0.000 87.1 82.1 O.D 82.1 4.000 0.00 62.2 42,0 1.0 11 20.18 6.15 84.143 4.332 5.1 1.188 0.000 80.6 73.9 60.8 134.8 0.000 0.00 59.2 40.0 1.0 11 21.16 6.45 81.432 3.118. 3.8 1.249 0.000 39.0 34.9 23.D 57.9 6.415 0.00 0.0 0.0 10.0 5 22.15 6.75 98.426 4.969 5.0 1.309 0.000 94.3 82.4 0.0 82.4 ,0.000 0.00 62.3 40.0 1.0 11 23.13 7.05 106.275 5.846 5.5 1.373 0.000 101.8 86.9 0.0 86.9 0.000 0.00 63.9 40.0 1.0 11 24.11 7.35 104.547 6.135 5.9 1.437 0.000 100.1 83.5 0.0 83.5 0.400 0.00 62.7 40.0 1.0 11 25.10 7.65 72.472 3.791 5.2 1.502 0.000 69.4. 56.6 56.6 113.3 0.000 0.00 51.6 38.0 1.0 11 26.08 7.95 74.117 2.999 4.0 1.562 0.000 35.5 . 28.4 26.8 55.2 5.804 0.00 0.0 0.0 6.0 5 27,07 8.25 74.170 3.193 4.3 1.618 0.000 35.5 27.9' . 27.9 55.8 5.804 0.00 0.0 0.0 6.0 5 28.05 8.55 74.140 2.783 3.8 1.675 0.000 35.5.-27.4- 25.8 53.3 5.797 0.00 0.0- 0.0 6.0 5 29.04 8.85 63.714 2.317 3.6 1.731 0.000 30.5 -23.2 23.2 46.4 4.959 0.00 0.0 0.0 6.0 5 30.02 9.15 50.652 1.714 3.4 1.787 0.000 24.3 18.1 18.1 36.3 3.909 0.04 0.0 0.0 6.0 5 31.00 9.45 37.341 1.260 3.4 1.844 0.000 17.9 13.2 13.2 26.3 2.840 0.31 0.0 0.0 6.0 5 31.99 9.75 30.782 0.832 2.7 1.900 0.000 11.6 8.6 8.6 17.1 2.311 0.20 30.0 32.0 6.0 6 32.97 10.05 38.701 1.500 3.9 1.957 0.000 16.5 13.2 0.0 13.2 2.940 0.0D 0.0 0.0 6.0 5 33.96 10.35 28.293 1.084 3.8 2.013 0.000 18.1 12.7 0.0 12.7 2.102 0.00 0.0 0.0 6.0 4 34.94 10.65 35.868 1.096 3.1 2.069 0.000 17.2 11.9 11.9 23.9 2.704 0.25 0.0 0.0 6.0 5 35.92 10.95 49.313 1.910 -3.9 2.126 0.000 23.6 16.2 16.2 32.4 3.775 0.00 0.0 0.0 6.0 5 1 l IIS 4