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ConeTec Investigations Ltd. - CPT Interpretation Page: 1 Interpretation Output - Release 1.00.19c 0: 01-0309-1210-0895 No: 97-100 ��ient; FOOTHILL ENGINEERING Project: Oliveras Property, Stockton, CA Site: Location: CPT-04 Cone: CPT Date: 01/07/03 CPT Time: 08:57 CPT File: 020C04.COR water Table (m): 6-10 (ft) : 20.0 Averaging Increment (m) : 0.30 Su Nkt used: 15.00 Phi Method Robertson and Campanella, 1963 Or Method Jamiolkowski - All Sands Used Unit Weights Assigned to Soil Zones ----------------- -------------------------------------' Depth Depth AvgQt Av9Fs AvgRE H.Stress Hyd. Pr. N60 (Ni)60 Delta (N1)60 Su CRR Dr Phi OCR SET (ft) (m) (tat) (tsf) (t1 (tot) (tsf) (blows/ft) (Nl)60 CS (tef) (J�) (deg) (ratio) -------------------------------------------------------------------- 0.49 0.15 21.537 1.180 5.5 0.027 0.000 20.6 41.3 0.0 41.3 1.434 0.00 0.0 0.0 10.0 3 1.48 0.45 29.178 1.226 4.2 0.083 0.000 18.6 37.3 0.0 37.3 1.940 0.00 0.0 0.0 10.0 4 2.46 0.75 22.937 0.942 4.1 0.139 0.000 14.6 29.3 0.0 29.3 1.520 0.00 0.0 0.0 10.0 4 3.44 1.05 17.483 0.849 4.9 0.195 0-000 16.7 33.5 0.0 33.5 1.153 0.00 0.0 0.0 10.0 3 4.43 1.35 11.191 0.473 4.2 0.250 0.000 10.7 21.4 21.4 42.9 0.729 0.19 0.0 0.0 6.0 3 5.41 1.65 14.632 0.571 3.9 0.305 0.000 14.0 25.4 22.9 48.3 0.955 0.19 0.0 0.0 6.0 3 6.40 1.95 17.671 0.546 3.1 0.360 0.000 8.5 14.1 10.0 24.1 1.154 0.14 0.0 0.0 6.0 5 7.30 2.22 37,493 2.346 6.3 0.411 0.000 35.9 56.0 0.0 56.0 2.472 0-00 0.0 0.0 10.0 3 8.20 2.50 17.696 1.236 7,0 0.462 0.000 16.9 24.9 0.0 24.9 1.149 0.00 0.0 0.0 6.0 3 109 2.80 35.195 2.065 5.9 0.516 0.000 33.7 46.9 0.0 46.9 2.312 0.00 0.0 0.0 10.0 3 7 3.10 37.425 1.505 4.0 0.572 0.000 17.9 23.7 16.4 40.1 2.457 0.33 0.0 0.0 10.0 5 -15 3.40 23.300 0.855 3.7 0.628 0.000 14.9 18.8 18.8 37.5 1.511 0.36 0.0 0.0 6.0 4 12.14 3.70 20-259 0.705 3.5 0.685 0.000 12.9 15.6 15.6 31.3 1.305 0-24 0.0 0.0 6.0 4 13.21 4.02 18.934 0.627 3.3 0.746 O.D00 9.1 10.5 10.5 21.0 1.213 0.19 0.0 0.0 6.0 5 16-27 4.35 17.577 0.618 3.5 0.807 0.000 11.2 12.5 12.5 25.0 1.118 0.16 D.0 0.0 6.0 4 15.26 4.65 20.793 0.784 3.8 0.863 0.000 13.3 14.3 14.3 28.6 1.329 0.20 0-0 0.0 6.0 4 16.24 4.95 27.216 1.245 4.6 0.919 0.000 26.1 27.2 0.0 27.2 1.753 0.00 0.0 0.0 6.0 3 17.22 5.25 20.870 1.012 4.9 0.974 0.000 20.0 20.3 0.0 20.3 1,326 0.00 0.0 0.0 6.0 3 18.21 5.55 21.562 0.966 4.5 1.029 0.000 20.6 20.4 0.0 20.4 1.369 0.00 0.0 0.0 6.0 3 19.19 5.85 29.656 1.520 5.1 1.083 0.000 28.4 27.3 0.0 27.3 1.905 0.00 0.0 0.0 6.0 3 20.18 6.15 37.651 1.738 4.6 1.133 0.006 24.0 22.6 22.6 45.2 2.434 0.00 0.0 0.0 6.0 4 21.16 6.45 35.175 1.931 5.5 1.158 0.036 33.7 31.3 0.0 31.3 2.265 0.00 0.0 0.0 6.0 3 22.15 6.75 40.089 1.961 4.9 1.182 0.067 38-4 35.3 0.0 35.3 2.589 0.00 0.0 0.0 6.0 3 23.13 7.05 32.721 1.564 4.8 1.206 0.098 31.3 28.5 0.0 28.5 2.094 0.00 0.0 0.0 6.0 3 24.11 7.35 20.391 0.997 4.9 1.231 0.128 19.5 17.6 0.0 17.6 1.269 0.00 0.0 0.0 6.0 3 25.10 7.65 29.270 1-185 4.0 1.255 0.159 18.7 16.7 0.0 16.7 1,857 0.00 0.0 0.0 6.0 4 26.08 7.95 25.907 1.175 4.5 1.280 0.190 24.8 21.9 0.0 21.9 1.629 0.00 0.0 0.0 6.0 3 27.07 8.25 17.913 0.683 3.8 1.305 0.221 11.4 10.0 0.0 10.0 1.092 0.0D 0.0 0.0 3.0 4 28.05 8.55 14.442 0.453 3.1 1.331 0.251 9.2 B.0 0.0 8.0 0.857 0.00 0.0 0.0 3.0 4 29.04 8.85 12.779 0.311 2.4 1.357 0.282 6.1 5.3 5.3 10.5 0.743 0.09 0.0 0.0 3.0 5 30.02 9.15 11.475 0.251 2.2 1.382 0.313 5.5 4.7 4.7 9.3 0.652 0.09 0.0 0.0 1.5 5 31.00 9.45 11.619 0.202 1.7 1.408 0.344 5.6 4.7 4.7 9.4 0.658 0.09 0.0 0.0 1.5 5 31.99 9.75 16.472 0.384 2.3 1.433 0.374 7.9 6.6 6.6 13.2 0.978 0.11 0.0 0.0 3.0 5 32.97 10.05 14.683 0.286 1.9 1.459 0.405 7.0 5.8 5.8 11.6 0.855 0.10 0.0 0.0 3.0 5 33.96 10.35 27.933 0.966 3.5 1.485 0.436 13.4 11.0 11.0 22.0 1.734 0.21 0.0 0.0 6.0 5 34.94 10.65 58.228 2.309 4.0 1.510 0.466 27.9 22.7 22,7 45.4 3.750 0.00 O.D 0.0 6.0 5 35.92 10.95 48.684 3.046 6.3 1.535 0.497 46.6 37.6 0.0 37.6 3.110 0.00 0.0 0.0 6.0 3 E