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ConeTSC Investigations Ltd. - CPT Interpretation Page: 1 rpretation Output - Release 1.00.19c No: 00-0623-1036-0832 No: 97-1DO Client: FOOTHILL HNGINHHRING Project: Oliveras Property, Stockton, CA Site: OLIVBRAS Location: CPT-3 Geologist: I. RIPHNBSRO CPT Date: 00/09/06 CPT Time: 11:26 CPT Pile: 087CO3.COR Nater Table (m): 9.14 Ift)-. 30.0 Averaging Increment (m) : 0.30 au Nkt used: 15.00 Phi method Robertson and Campanella. 1983 Or Method Jamiolkowski - All Sands Used Unit Heights Assigned to Soil Zones ---------- ------------- ----- ----- ----------------------------------------- --'-------"-----'---- ---'----"----'-- Depth Depth AvgQt AvgFs AvgRC H.Stress Hyd. Pr. N60 INV 60 Delta (N1)60 Su CRR Or Phi OCR SBT (ft) (m) (tsf) (ter) (t) (tsf) (tat) (blows/it) (N1)60 CS Itsf) (t) (deg) (ratio) --------------------------------------------- ' 0.49 0.15 0.000 0.000 0.0 0.031 0.000 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 0 1.48 0.45 O.00D 0.000 0.0 0.092 0.000 0.0 0.0 0.0 0.0 0.000 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 1.05 0.000 0.000 0.0 0.214 D.D00 0.0 0.0 0.0 0.0 0.000 0.00 0.0 0.0 1.0 D 4.43 1.3S 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 25.909 0.735 2.8 0.334 0.000 12.4 21.5 9.1 30.6 1.705 0.13 0.0 0.0 10.0 5 6.40 1.95 62.358 1.423 2.3 0.390 0.000 23.9 38.3 6-5 44.8 4.131 0.27 66.6 44.0 10.0 6 7.30 2.22 33.832 1.502 4.4 0.442 0.000 21.6 32.5 21.5 54.0 2.226 0.32 0.0 0.0 10.0 4 20 2.50 34.63D 1.235 3.6 0.493 0.000 16.6 23.6 13.6 37.2 2.276 0.23 0.0 0.0 10.0 5 l9 2.80 38.916 1.572 4.0 0.550 0.000 18.6 25.1 16.2 41.4 2.558 0.32 0.0 0.0 10.0 5 ,17 3.10 30.125 1.256 4.2 0.606 0.000 19.2 24.7 22.9 47.6 1.966 0.00 0.0 0.0 6.0 4 11.15 3.40 28.711 1.064 3.7 0.663 0.000 13.7 16.9 16.1 33.0 1.870 0.44 0.0 0.0 6.0 5 12.14 3.70 39.893 1.652 4.1 0.719 0.000 19.1 22.5 18.7 41.2 2.612 0.00 0.0 0.0 6.0 5 13.21 4.02 37.769 2.031 5.4 0.779 0.000 36-2 41.0 0.0 41.0 2.466 0.00 0.0 0.8 6.0 3 14.27 4.35 24.139 0.974 4.0 0.839 0.000 15.4 16.8 16.8 33.6 1.553 0.28 0.0 0.0 6.0 4 15.26 4.65 20.928 0.750 3.6 0.896 0.000 13.4 14.1 14.1 28.2 1.335 0.20 0.0 0.0 6.0 4 16.24 4.95 19.869 0.652 3.3 0.952 0.000 9.5 9.8 9.8 19.5 1.261 0.17 0.0 0.0 6.0 5 17.22 5.25 20.227 0.652 3.2 1.008 0.000 9.7 9.6 9.6 19.3 1.281 0.17 0.0 0.0 6.0 5 18.21 5.55 17.732 0.670 3-8 1.065 0.000 11.3 11.0 0.0 11.0 1.111 0.00 0.0 0.0 6.0 4 19.19 5.85 15.666 0.581 3.7 1.121 0.000 10.0 9.4 0-0 9.4 0.970 0.00 0.0 0.0 3.0 4 20.18 6.15 14.702 0.485 3.3 1.178 0.000 9.4 8.7 0.0 8.7' 0.902 0.00 0.0 0.0 3.0 4 21.16 6.45 14.935 0.431 2-9 1.234 0.000 7.2 6.4 6.4 12.9 0.913 0.11 0.0 0.0 3.0 5 22.15 6.75 14.473 0.424 2.9 1.290 0.000 6.9 6.1 6-1 12.2 0.879 0.10 0.0 0.0 3.0 5 23.13 7.05 15.050 0.399 2.7 1.347 0.000 7.2 6-2 6.2 12.4 0.914 0.10 0.0 0.0 3.0 5 24.11 7.35 15.409 0.408 2,6 1.403 0.000 7-4 6.2 6.2 12.5 0.934 0.10 0.0 0.0 3-0 5 25.10 7.65 15.566 0.414 2.7 1.460 0.000 7.5 6.2 6.2 12.4 0.942 0.10 0.0 0.0 3.0 5 26.08 7.95 16.239 0.453 2.8 1.516 0.000 7.8 6.3 6.3 12.6 0-962 0.10 0.0 0-0 3.0 5 27.07 8.25 11.305 0.237 2.1 1.572 0.000 5.4 4.3 4.3 6.6 0.649 0.09 0.0 0.0 1.5 5 26.05 8.55 10.190 0.214 2.1 1.629 0.000 4.9 3.8 3.6 7.6 0.571 0.09 0.0 0.0 1.5 5 29.04 8.85 19.430 0.815 4.2 1.684 0.000 18.6 14.3 0.0 14.3 1.183 0.00 0.0 0.0 3.0 3 3D.02 9.15 54.513 2.020 3.7 1.739 0.001 26.1 19.8 19.8 39.6 3.518 0.00 0.0 0.0 6.0 5 31.00 9.45 72.956 2.035 2.8 1.765 0.031 27.9 21.0 16.2 37.2 4.744 0.00 49.5 38.0 6.0 6 31.99 9.75 52.154 1.966 3.8 1.791 0.062 25.0 18.7 18.7 37.3 3.353 0.00 0.0 0.0 6.0 5 32.97 10.05 61.282 2,018 3.3 1.816 0.093 23.5 17.4 17.4 34.8 3.958 0.00 44.1 36.0 6.0 6 33.96 10.35 69.770 2.635 3.6 1.842 0.124 33.4 24.6 24.6 49.2 4.520 0.00 0.0 0.0 6.0 5 34.94 10.65 72.404 2.332 3.2 1.868 D.154 27.7 20.3 19.1 39.4 4.692 '0.00 48.4 38.0 6.0 6 35.92 10.95 70.527 2.469 3.5 1.893 0.185 33.8 24.5 24.5 49.1 4.563 0.00 0.0 0.0 6.0 5