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Gregg in Situ, Tnc. Page: 1 FInterpretation Output - Release 1.00.19e No: 01-0809-2207-4377 NP: 97-100 ent: ADVANCED GEO Project: Pacific Car Wash, Stockton, CA Site: P. Car Wash Location: CPT-32 Geologist: T. Cueller LCPT Date: 01/26/07 CPT Time: 11:03 CPT File: 132C04P1.COR ___.._________________________-------__________--________--.-_____-_____---_____________________- --___________ i Water Table (m) 9,14 (ft): 30.0 L Averaging Increment (m): 0.30 Su Nkt used: 12.50 Phi Method Robextson and Campanella, 1983 Dr Method Jamiolkowski. - All Sands Used Unit Weights Assigned to Soil Zones _________________________- .. : L-Da pth Depth AvgQt AVgFS AvgRf E.Stress Hyd. Er. N60 (N1)60 Delta (N1)60 Su CRR . Dr Phi OCR SBT (ft)-- (m)_ _-(tsf) - (tsf1-- (k1 (tsf) -- (tsf)---- (blows/ft) (N1)60 CS (tsf) _ --_(S) (deg) (ratio) 0.49 0.15 2.013 0.052 2.6 0.027 0.000 1.9 3.9 1.6 5.4 0.159 0.00 0.0 0.0 10.0 3 1.48 0.45 9.460 0.396 4.2 0.0$2 0.000 9.1 18.1 0.0 18.1 0.71D 0.00 0.0 0.0 10.0 3 2.46 0.75 9.554 0.232 2.4 0.136 0.000 4.6 9.1 3.7 12.9 0.753 0.08 0.0 0.0 10.0 5 [ L 3.44 1.05 15.435 0.152 1.0 0.194 0.000 5.9 11.8 1,8 13.6 1.219 0.08 36.6 42.0 10.0 6 �. 4.43 1.35 13.754 0.217 1,6 0-251 0.000 5.3 10.5 3.7 14.3 1.080 0.09 30.0 40.0 10.0 6 5,41 1.65 22.096 0.493 2.2 .0.307 0.000 8.5 15.3 5.6 20.9 1.743 0.11 40.3 ° 40.0 10.0 6 6.40 1.95 31.873 0.749 2.3 0.363 0.000 12.2 20.3 5.3 26.6 2.521 0.13 '48.4 42.0 10.0 6 ]j 7.30 2.22 67.501 1.579 2.3 0.415 0.000 25.9 40.1 6.9 47.0 5.367 0.30 .68.0 44,0 10.0 6 8.20 2.50 52.877 2.023 3.8 0.467 0.000 25.3 37.1 0.0 37,1 4.193 0.00 0.0 0.0 10.0 5 I Ll9 2.80 50.143 2.651 5.3 0.522 0.000 48.0 66,4 0.0 66.4 1.970 •0.00 0.0 0.0 10.0 3 17 3.10 44.474 2.217 5.0 0.577 0.000 42.6 56.1 0.0 56.1 3.512 0.00 - 0,0 0.0 10.0 3 15 3.40 55.104 2.419 4.4 0.633 0.000 26.4 33-2 0.0 33.2 4.358 0.00 0.0 0.0 10.0 5 12,14 3.70 58.271 2.585 4.4 0.689 0.000 27.9 33.6 G.0 33.6 4.607 0.00 0.0 0.0 10.0 5 � 13.21 4.02 71.898 3.902 5.4 0.755 0.000 68.9 79.3 0.0' 79.3 0.000 0.00 61.2 ' 42.0 1.0 11 .I 14.27 4.35 66.472 3.330 5.0 n,824 9.000 63.7 70,1 0.0 70.1 0.000 0.00 57.7 42.0 1.9 11 f 15.26 4.65 73.694 4.658 6.3 0.889 0.000 70.6 74.9 0.0 74.9 0.000 0.00 59.6 42,0 1.0 11 16.24 4.95 $4.609 5.082 6.0 0.953 0.000 81,0 03.0 0.0 83-0 0.000 0.00 62.6 42.0 1.9 11 17.22 5.25 101.781 4.214 4.1 1.013 0.000 48.7 48.4 0.0 48.4 8.061 0.00 0.0 0.0 2010 5 , 18.21 5.55 107.383 3.933 3.7 _ 1.070 0.000 41.1 39-8 17.3 57.1 8.505 0.00 67,7 42.0 10.0 6 i 19.19 5.85 3.11-434 3.808 3.4 1.125 0.000 42.7 40.2 16.5 56.7 8.825 0.00 '68.1 42.0 10.0 6 20.18 6.15 114.615 3.771 3.3 1.182 8.000 43.9 40.4 16.2 56.6 9.075 0.00 68.2 42.0 10-0 6 L p� 21.16 6.45 119.055 3.604 3.0 1.239 0.000 45.6 41.0 15.3 56.3 9.425 0.00 68.6 42.0 10.0 6 V� 1 22.15 6.75 86.609 2.783 3.2 1.295 0.090 33.2 29.2 15.9 45.1 6.825 0.00 58.8 40.0 10.0 6 23,13 7.05 100.683 2.685 2.7 - 1.351 D.000 38.6 33.2 13-8 47.0 7.947 9.46 ' 62.5 40.0 10.0 6 24.11 7.35 108.811 2.550 2.3 - 1.409 D.000 34,7 29.3 10.4 39.7 0.000 0.42 64.2 40.0 1.0 7 III L 25.10 7.65 142.268 2.862 2.0 1.467 0.000 45.4 37,5 9.2 46.7 0.000 0.00 71.3 42,0 1.0 7 26.08 7.95 168.425 3.206 1.9 1,525 0.000 53.8 43.5 8.8 52.4 0.000 0.00 75.6 42.0 1.0 7 27.07 8.25 180.812 2.521 1.4 1.583 0.000 43.3 34.4 4.6 39.1 0.000 0.00 77.0 42.9 1.0 8 28.05 8.55 206.546 2.902 1.4 1.643 0.000 49.5 38.6 4.6 43.2 0.000 0.00 80.3 42,0 1.0 8 29.04 8.85 208.879 1.888 0.9 1.703 0.000 40.0 30.7 1.9 32.6 0.000 0.00 80.1 42.0 1.0 9 30.02 9.15 150.SG6 3.495 2.3 1.762 0-001 48.0 36.2 11.6 47.8 0.000 0.00 70.3 42.0 1.0 7 31.00 9.45 127.098 2.449 1.9 1.789 0.031 40.6 30.3 9.8 40.1 0.000 0.41 65.2 40.9 1.0 7 31.99 9.75 123.731 3.158 2.6 1.816 0.062 39.5 29.3 12.8 42.1 0.000 0.00 '64.2 40.0 1.0 7 32.97 10.05 189.356 5.435 3.0 1.844 0.093 57.6 42.4 15.5 57.9 0.000 0.00 '74.8 42.D 1.0 7 33.96 19.35 110.665 6.103 5.5 1.874 0.124 106-0 77.4 77.4 154.8 0.000 0.00 60.6 40.0 1-0 11 34.94 10.65 159.754 7.246 4.5 1.908 0.154 153.0 110.8 0.0 110.8 0.000 0.00 70.8 42.0 1.0 11 35.92 10.95 472.688 3.213 0.7 1,940 0.185 75.4 54.2 0-0 54.2 0.000 0.00 '95.0 46.0 1,0 10 L L