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i Gregg In Situ, Inc. Page: 1 Irtterp re tation Output - Release 1.00.19e 01-0809-2207-4349 97-100 Cferit: ADVANCED GBO LProject: Pacific Car Nash, Stockton, CA Site: P. Car Nash i Location: CPT-13 Geologist: T. Cuellar CPT Date: 01/24/07 CPT Time; 14:30 CPT File: 132CO1P1.COR _____________________ ---_--__________-______-____-_-____----____----__-___----..__-________--_--_____ ' Nater Table (m) 9.14 (ft). 30.0 Averaging Increment (m1 : 0.30 8u Nkt used: 12.50 Phi Method : Robertson and Campanella, 1983 Dr Method Jamiolkowski - All Sands Used Unit Weights Assigned to Soil Zones f 5 --_____--,__________________________________ _-__--_ - .Depth Depth AvgQt AvgFs AvgRf S.Strees Hyd. Pr. N60 (N1)60 Delta (N1)60 Su CRR Dr Phi OCR SBT (ft) (m) -- --- (tsf) (taf)----(�)- N^ (tsfl--- (tsf)_- -(bl0we/ft)x- (N1)60 CS (tsf) (1) (deg) (ratio) y ----- 0.49 0.15 8.174 0.159 1.9 X0.028 0.000 3.9 7.8 0.5 8.3 0.652 0.00 0.0 0.0 10.0 5 + 1.48 0.45 16.276 0.456 2.8 0.085 0.000 7.8 15.6 2.9 18.5 1.295 0.09 0.0 0.0 10-0 5 2,46 0.75 12.857 0.306 2.4 0.141 0.000 6.2 12.3 3.8 16.1 1.017 0.09 0.0 0.0 10.0 5 3.44 1.05 13.390 0.182 1,4 -0.197 0.000 5.1 10.3 2.5 12.8 1.055 0.06 32.3 40.0 10.0 6 4.43 1.35 14.975 0.327 2.2 -0.254 0.006 7,2 14.2 6.2 20.4 1.178 0.10 0.0 0.0 iO.O 5 - 5.41 1.65 71.046 1.342 1.9 0.311 0.000 22.7 40.7 3.4 44.1 0.000 0.35 73.6 46.0 1.0 7 6.40 1.95 40.369 3.,638 4.6 0.368 0.000 25.8 42.5 0.0 42.5 3.200 0.00 0.0 0.0 10.0 4 7.30 2.22 51.337 2.015 3.9 0.420 0.000 24.6 37.9 0.0 37.9 4.073 0.00 0.0 0.0 10-0 5 20 2.50 61.642 2.954 4.8 9.475 0.000 59.0 85.6 0.0 85.6 0.000 0.00 63.4 44.0 1.0 11 9 2.80 70.473 4.112 5.8 0.540 0.000 67.5 91.9 0.0 91.9 0.000 0.00 65.5 44.0 1.0 11 i ��yr'7 3.10 71.735 3.651 5.1 0.604 0.000 68.7 88.4 0.0 88.4 0.000 0.00 64.4 42.0 1.0 11 11.15 3,40 79.866 4,631 5.8 0.666 0.000 76.5 93.6 0.0 93.6 0.000 0.00 66.0 4210 1.0 11 12.14 3.70 82.867 5.599 6.8 0.732 0.000 79.4 92.7 0.0 92.7 0.000 0.00 65.7 42.0 1.0 11 M 13.21 4.02 88,193 4.747 5.4 0.802 0.000 84.5 94.3 0-0 94.3 0.000 0.00 65,2 42.0 1.0 11 14.27 4.35 67,193 3.801 5.7 ,0.871 0.000 64.3 68.9 0.0 68.9. 0.000 0.00 57.2 40.0 1.0 11 15.26 4.65 85.429 4.703 5.5 0.936 0.000 81.8 94.6 0.0 84.6 0.000 0.00 63.1 42.0 1.0 11 16.24 4.95 114.389 7.702 6.7 1.000 0.000 109,5 109.6 0.0 109.6 0.000 0.00 70.5 42.0 1.0 11 ' 17.22 5.25 77.917 4.006 5.1 1.064 0.000 74.6 72.3 0-0 72.3 0.000 0.00 56,6 40.0 1.0 11 i 18.21 5.55 73.818 2.971 4.0 1,124 0.000 35.3 33.3 23.0 56.3 5.815 0.00 0.0 0.0 10.0 5 19.19 5.85 51.621 2.493 4.8 .1.181 o.000 33.0 30.3 30.3 60.7 4,035 0.00 0.0 0.0 6.0 4 20.18 6.15 39.234 2.070 5.3 1.236 0.000 37.6 33.8 0.0 33.8 3.040 0,00 0.0 0.0 6.0 3 21,16 6.45 31.250 1.532 4.9 1.291 0.000 29.9 26.3 0.0 26.3 2.397 0.00 0.0 0.0 6.0 3 � F 22.15 6.75 27.966 1.066 3.8 1.347 0.000 17.9 15.4 15.4 30.8 2.130 0.23 0.0 0.0 6.0 4 23.13 7.05- 25.606 0.401 3.5 1.903 0.000 12.3 10.4 10.4 20.7 1.936 0.19 0.0 0.9 6.0 5 I� 24.11 7.35 27.682 0.954 3.4 1.460 0.000 13.3 11.0 11.0 21.9 2.098 0.21 0,0 0.0 6.0 5 25.10 7.65 42.285 2.890 6.8 1.515 0.000 40.5 32.9 0.0 32.9 3.262 0.00 0.0 0.0 6.0 3 ' 26.08 7.95 26.307 1.171 4.5 1.570 0.000 25.2 20.1 0.0 20.1 1.979 0.00 0.0 0.0 6.O 3 27.07 8.25 59.020 2.753 4.7 -1.626 0.000 37.7 29.6 29.6 59.1 4.592 0.00 0.0 0.0 6.0 4 28.05 8.55 174,275 4.593 2.6 1.683 0.000 55.6 42.9 13.0 55.9 0.000 0.00 75.1 42,0 1.0 7 29.04 8.85 67.304 2.446 3.6 1.740 0.000 32.2 24.4 24.4 48.9 5.245 0.00 0.0 0.0 6.0 5 k, 30.02 9.15 119.971 5.029 4.2 1.800 0.001 114.9 85.7 60.5 146.2 0.000 0.00 63.5 40.0 1.0 11 31.00 9.45 76.418 2.855 3.7 -1.829 0.031 36.6 27.1 27.0 54.0 5.965 0.Oo 0.0 0.0 6.0 5 31.99 9.75 68.079 1.868 2.7 .2.855 0.062 26.1 19.2 16.4 35.6 5.293 0.00 46.8 38.0 6.0 6 A f" 32.97 10.05 102.027 2.102 - 2.1 1.681 0,093 32.6 23.7 10.7 34.4 0.000 0.36 58.2 40,0 1.0 7 L 33.96 10.35 141.457 2,127 1.5 1.909 0.124 33.9 24.5 30.5 0.000 0.37 67.3 40.0 1.0 8 i 34,94 10.65 177.558 0.809 0.5 1,939 0.154 34.0 24.4 0.0 24.4 0.000 0.26 73.6 42.0 1.0 9 35.92 10.95 201.778 1.906 0.9 1.969 0.185 38.6 27.5 2.6 30.2 0.000 0.00 77.1 42.0 1.0 9 k f