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ConeTec Investigations Ltd. - CPT Interpretation Page: 1 - Interpretation output - Release 1.00.190 No: 01-0309-1210-0928 No: 97-100 went: FOOTHILL ENGINSERI14G Project: Oliveras Property, Stockton, CA Site: Location: CPT-D6A Cone: CPT Date: 01/07/03 CPT Time: 13:50 CPT File: 024C06A.COR . -------------------------------------------------------------------------------------------------------------------- Plater Table (m) ; 6.10 (ft1 : 20.0 Averaging Increment (m) : 0.30 Su Nkt used: 15.00 Phi Method Robertson and Campanella, 1983 Or Method JamiolkOwnki - All Sande Used Unit Weights Assigned to Soil Zones ----------------------------------------------' -' Depth Depth AvgQt AvgFs AvgRf 3.8tress Hyd. Pr. N60 (Nl)60 Delta (N1)60 6u CRR Dr Phi OCR SHT (ft) (m) (tef) (taf) (t1 (tsf) (tsf) (blows/ft) {N1160 CS (tef) ft) (deg) (ratio) -------------------------------------- 0.49 0.15 36.952 2.433 6.6 0.027 0.000 35.4 70.8 0.0 70.8 2.462 0.00 0.0 0.0 10.0 3 1.48 0.45 48.684 2.962 6.1 0.082 0.000 46.6 93.2 0.0 93.2 3.240 0.00 0.0 0.0 10.0 3 2.46 0.75 30.085 1.749 5.8 0.137 0.000 28.8 57.6 0-0 57.6 1.997 0.00 0.0 0.0 10.0 3 3.44 1.05 27.271 1.027 3.8 0.193 0.000 17.4 34.8 0.0 34.8 1.805 0.00 0.0 0.0 10.0 4 4,43 1.35 28.496 D.655 2.3 0.249 0.000 10.9 21.8 5.2 27.1 1.883 0.13 50.6 42.0 1D.0 6 5.41 1.65 47.820 1.131 2.4 0.305 0.000 18.3 33.1 6.0 39.2 3.168 0.21 62.5 44.0 10.0 6 6.40 1.95 4D.766 1.876 4.6 0.362 0.000 26.0 43.3 0.0 43.3 2.694 0.00 0.0 0.0 10.0 4 7.30 2.22 43.306 3.102 7.2 0.413 0.000 41.5 64.6 0.0 64.6 2.860 0.00 0.0 0.0 10.0 3 8.20 2.50 59.921 4,173 7.0 0.468 0.000 57.4 83.9 0.0 83.9 0.000 0.00 62.9 44.0 1.0 11 i192.80 78.420 5.361 6.8 0.532 0.000 75.1 103.0 0.0 103.0 0.000 0.00 68.7 44.0 1.0 11 7 3.10 46.569 2.658 5.7 0.592 0.000 44.6 58.0 0.0 58.0 3.065 0.00 0.0 0.0 10.0 3 -...15 3.40 30.756 1.575 5.1 0.646 0.000 29.5 36.6 36.6 73.3 2.007 0.00 0.0 0.0 6.0 3 12.14 3.70 27.158 1.250 4.6 0.701 0.000 26.0 31.1 31.1 62.1 1.764 0.45 0.0 0.0 6.0 3 13.21 4.02 24.819 1.100 4.4 0.761 0.000 23.8 27.3 27.3 54.5 1.604 0.33 0.0 0.0 6.0 3 14,27 4.35 19.399 0.914 4.7 0.820 0.000 18.6 30.5 0.0 20.5 1.239 0.00 0.0 0.0 6.0 3 15.26 4.65 21.303 0.911 4.3 0.875 0.000 20.4 21.8 0.0 21.8 1.362 0.00 0.0 0.0 6.0 3 16.24 4.95 25.291 1.061 4.2 0.930 0.000 16.1 16.7 16.7 33.5 1,624 0.28 0.0 0.0 6.0 4 17.22 5.25 37.857 1.893 5.0 0.986 0.000 36.3 36.5 0.0 36.5 2.458 0.06 0.0 0-0 6.0 3 18.21 5.55 51.DO6 2.625 5.1 1.041 0.000 48.8 47,9 47.9 95.8 3.331 0.00 0.0 0.0 6.0 3 19.19 5.85 43.067 2.601 6.0 1.096 0.000 41.3 39.4 0.0 39.4 2.799 9.00 010 0.0 6.0 3 20.18 6.15 33.405 2.327 7,0 1.145 0.006 32,0 29.9 0.0 29.9 2.150 0.00 0.0 0.0 6.0 3 21.16 6.45 26.470 1.560 5.9 1.169 0.036 25.3 23.4 0.0 23.4 1.684 0.00 0.0 0.0 6.0 3 22.15 6.75 26.874 1.363 5.1 1.193 0.067 25.7 23.6 0.0 23.6 1.708 0.00 0.0 0.0 6.0 3 23.13 7.05 24.044 1.158 4.8 1.217 0.098 23.0 20.9 0.0 20.9 1.515 0.00 0.0 0.0 6.0 3 24.11 7.35 34.467 2.204 6.4 1.241 0.128 33.0 29.6 0.0 29.6 2.2D6 0.00 0.0 0.0 6.0 3 25.10 7.65 41.320 2.593 6.3 1.265 0.159 39.6 35.2 0.0 35.2 2.660 0.00 0.0 0.0 6.0 3 26.08 7.95 43.807 2.877 6.6 1.289 0.190 42.0 36.9 0.0 36.9 2.822 0.00 0.0 0.0 6.0 3 27.07 8.25 45.056 2.835 6.3 1.314 0.221 43.1 37.7 0.0 37.7 2.901 0.00 0.0 0.0 6.0 3 28.05 8.55 23.143 1.171 5.1 1.338 0.251 22.2 19.2 0.0 19.2 1.437 0.00 0.0 O.O 6.0 3 29.04 8.85 12.563 0,354 2.8 1.363 0.282 6.0 5.2 D.0 5.2 0.728 0.00 010 0.0 3.0 5 30.02 9.15 14.856 0.490 3.3 1.388 0.313 9.5 8.1 0.0 8.1 0.877 0.00 0.0 0.0 3.0 4 31.00 9.45 8,979 0.125 1.4 1.414 0.344 4.3 3.6 3.6 7.2 0,481 0.08 0.0 0.0 1,5 5 31,99 9.75 78.003 1.134 4.1 1.439 0.374 17.9 14.9 0.0 14.9 1.746 O.OD 0.0 0.0 6.0 4 32.97 10.05 18.960 0.994 5.2 1.464 0.405 18.2 15.0 0.0 15.0 1.139 0.00 0.0 0.0 3.0 3 33.96 10.35 19.269 0.987 5.1 1.485 0.436 18.5 15.1 0.0 15.1 11156 0.00 0.0 0.0 3.0 3 34.94 1D.65 15.564 0.852 S.5 1.513 0.466 14.9 12.1 0.0 12.1 0.906 0.00 0.0 0.0 3.0 3 35.92 SD.95 15.419 0.824 5.3 1.537 0.497 14.8 11,9 0.0 11.9 0.892 0.00 0.0 0.0 3.0 3 i