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1 � ' ¢ Gregg In Situ, Inc_ P age: 1 s Interpretation Output - Release 1.00.19e ° 1 1 No: 01-0809-2207-4360 Na: 97-100 �- ent: ADVANCED G80 Project: Pacific Car Wash, Stockton, CA Site: P. Car Wash Location: CPT-11 Geologist: T. Cueller } LCPT Date: 01/25/07 CPT Time; 08;38 k CPT Pile: 132CO2Pl.COR 11 _____..____________________________________________________________,._-..-__-________________-_______--- Water Table (m): 9.14 (ft) : 30.0 i L' Averaging In {m): 0.30 Su Nkt used: 12.50 Phi Method Robertson and Campanella, 1983 Dr met hod : Jamiolkomaki -All Sands used unit Weights Assigned to Soil Zones_ Depth bepth AvgOt Avgl?s Av9RE 13'.Stress Hyd, Pr. 1160 (111160 Delta (N1160 Su CRR :Dr 'Phi OCR S11T (ft)----- --'-- (m) (tsf} (tsf) (�} (tsf) (tsf) (blows/ft) (N1)60 CS --___Itaf}-_ ($) (deg) (ratio) 0.49 0.15 19.250 0.172 0.9 0.028 0.000 7.4 14.7 0.0 14.7 1.538 0.08 "70.6 50.0 10.0 6 1.48 0.45 13.885 0.184 1.3 0.085 0.0005.3 10.6 0.8 11.4 1.104 0.00 45.5 44.0 10.0 6 2.46 0.75 26.563 0.675 2.5 0.141 0.000 10.2 20.4 3.4 23.7 2,114 0.11 56.7 44.0 10.0 6 3,44 1.05 18.050 0.409 2.3 0.197 0.000 8.6 17.3 5-1 22.4 1.428 0.09 0.0 0.0 10.0 5 4.43 1,35 21.812 0.588 2.7 0.254 0.000 10.4 20.7 7.6 28,4 1.725 0.12 0.0 0.0 10.0 5 5.41 1.65 57.867 1.178 2.0 0.311 0.000 18.5 33.1 4.1 37.2 0.000 0.25 :67.7 - 44,0 1.0 7 6.40 1.95 86.916 1.347 1.5 - 0.369 0.000 27.7 45,7 2.3 48.0 0.000 0.41 76.9 46.0 1.0 7 7.30 2.22 80.632 2.322 2.9 0.421 0.000 30.9 47.6 0.0 47.6 6.417 0.00 72.9 44.0 1D.0 6 8,20 2.50 79.274 3.280 4.1 0.473 0.000 38.0 55.2 0.4 55.2 6.304 0.00 0.0 0.0 10.0 5 �.T�19 2.80 69.074 3.246 4.7 D.533 0.000 66.2 90.6 0.0 90.6 0.000 0.00 '65.3 44.0 1.0 11 17 3.10 62.061 3.171 5.1 0.598 0.000 59.4 76.9 0.0 76.9 0.000 0.00 60.4 42.0 1.0 11 15 3.40 50.629 2.663 5.3 0.657 0.000 48.5 59.8 0.0 59.8 3.998 0.00 0.0 0.0 10.0 3 4 12,14 3.70 55.775 3.002 5.4 _ 0.717 0.000 53-4 63.1 0.0 63.1 4.080 0.00 54.7 40.0 1.0 11 13.21 4.02 56.296 3.434 6-1 0.786 0.000 53.9 60.8 0.0 60.B D.DDO 0.00 53.6 40.0 1.0 11 14.27 4.35 61.002 3.635 6.0 0.856 0,000 58.4 63.2 0.0 63.2 0.000 0.00 54.7 40.0 1,0 11 f 15.26 4.65 60.877 3.407 5.6 0-920 0.000 58.3 60.8 58,0 118.8 D-000 0.00 53.6 40.0 1.0 11 16.24 4.95 46.712 2.235 4,6 0.980 0.000 31.1 31.4 31.4 62.8 3.819 0.00 0.0 0.0 6.0 4 { 37.22 5.25 36.816 1.634 4.4 1.037 D.000 23.5 23.1 23.1 46.2 2.862 0.00 0.0 0.0 6,0 4 18.21 5.55 31.472 1.624 5.2 1.092 0.000 30-1 28.8 0.0 28.8 2.430 0.00 0-0 _ 0.0 6.0 3 19.19 5.85 31.745 1.616 5.1 1.147 0,000 30.4 28.4 0.0 28.4 2.448 0.00 0.0 0.0 6.0 3 20.18 6.15 64.740 3.754 5.8 - 1,207 0.000 62.0 56.4 0.0 56.4 0.000 0.00 !'51.5 38.0 1.0 11 ` 21,16 6.45 116.263 4.519 3.9 1.267 O.DDO 55.7 49.5 0.0 49.5 9.200 0.00 0.0 - 0.D 10.0 5 22.15 6.75 120.534 4.067 3.4 1.323 0.000 46,2 40.1 17.5 57,6 9.537 0.00 - 68.0 42.0 10.0 6 1 23.13 7.05 116.091 3.615 3.1 1.380 0.000 44.5 37.9 16.3 54.2 9.177 0.06 66.3 42.0 10.0 6 24.11 7.35 132.916 4.051 3.0 1.436 0.000 50.9 42.5 16.5 59-0 10.518 0.00 69.6 42.6 10-0 6 25.10 7.65 155.167 2.434 1.6 1.494 0.000 37.1 30.4 5.3 35.7 0.000 0.00 73.5 42.0 1.0 6 26.087.95 129.520 2.012 1.6 1.554 0.000 31.0 24.9 5.5 30.4 0.000 0.35 67.8 42.0 1,0 8 27.07 8.25 121.753 2.167 1,8 1.612 0.000 38.9 30.6 8.6 39.2 0.000 0.36 65.5 40.0 1.0 7 28.05 8.55 138.190 1.828 1.3 1.671 0.000 33.1 25.6 4,9 30.5 0.000 0.34 68.6 _ 42.0 1.0 8 11 29.04 8.85 139.229 1.712 1.2 1.731 D-000 33.3 25.3 4.7 30.0 0.000 0.32 68.3 42.0 1.0 8 `. 30.02 9-15 132.290 2-653 2.0 1.789 0.001 42.2' 31,6 10-2 41.7 0.000 0.45 66.3 40.0 1-0 7 31.00 9.45 156.987 1.069 0.7 1,817 0.031 30.1 22.3 1.9 24.2 0.000 0.28 71.0 42.0 1.0 9 31.99 9.75 195.735 1.689 0.9 1.848 0.062 37.5 27.6 2.2 29,8 0.000 6.46 . 77.1 42.0 1.0 9 32.97 10.05 298.055 2.080 0.7 1.878 0.093 57.1 41.7 0.3 41.9 O.00D 0.00 88.9 44.0 1.0 9 33.96 10.35 413.245 2.798 0.7 1.909 0.124 66.0 47.7 0.0 47.7 0.000 0.00 95.0 46.0 1.0 10 34.94 10,65 259.944 2.404 0.9 1.940 0.154 49.8 35.7 1,9 37.7 0.000 0.00 84.5 44.0 1.0 9 SII 35.92 10.95 404.972 3.475 0.9 1.971 0.185 77-6 55.3 0.0 55.3 0.000 0.D0 95.0 46.0 1.0 9 7� is l