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Cone Tec Investigations Ltd. - CPT Interpretation Page: 1 rpretatipn Output - Release 1.00.19c Na: 00-0323-1640-0275 Job No: 97-100 Client: CH2M HILL ' Project: Del Monte - Stockton, CA Site: Del Monte - Location: CPT-09 ' Geolcgist:x. Sheets CPT Date: 00/13/03 CPT Time: 11:14 CPT Pile: 034CO9.COR water Table (m): 15.54 (ft): 51.0 Averaging Increment (m) : 0.30 Su Nkt used: 12.50 - Phi Method Robertson and Campanella, 1983 Or Method Jamiolkovski - All Sande Used Unit Weights Assigned to Soil zones ------------------------------------- ---------------------------------------------------------------- Depth Depth AvgQt AvgPs AvgRf 8-Stress Hyd. Pr. N60 (NS)60 Delta (Ni)6D an CAA Or Phi OCR SBT -(ft)-----(m)----.-(tsf)----4tef) (t)- (tef)----(tsf)----(blows/ft)`- (N1)60 -CS-----(tsf) (k)- (deg) 4ratio) --'- ---- --------- --------- ------ ----�. 0.44 0.15 0.000 0.00D 0.0 0.031 0.000 0.0 010 0.0 0.0 0,000 0-00 0.0 .0.0 1.0 0 � 1.48 0.45 0.000 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 D.D0D 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 0.000 0.0 0,0 0.0 0.0 0.000 0.00 0.0 0.0 1,0 0 4.43 1.35 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 60.979 2.753 4.5 D.334 0.000 29.2 50.6 0.0 50.6 4.852 D.00 0.0 0.0 10.0 5 6.40 1.95 44.257 1.808 4.1 0.390 0.000 21.2 33.9 0.0 33,9 3.509 0.00 0.0 0.0 10.0 5 .7.30 2.22 46.080 1.664 3.5 0.442 0.000 23.0 34.6 13.3 47.9 3.811 0.27 0.0 0.0 10.0 5 .0 2.50 53.927 1.955 3.6 0.493 0.000 25.8 36.8 0.0 36.6 4.275 0,00 0.0 0.0 10.0 5 . .19 2.80 40.646 1.646 4.5 0.550 0.000 26.0 35.0 24.4 59.4 3.208 0.44 0.0 0.0 10.0 4 10.17 3.10 131.866 4.667 3.7 0.606 0.000 50.5 64.9 0.0 64.9 10.501 0.00 81_e 46.0 10.0 11.15 3.40 154.538 6.437 4.2 0.666 0.000 148.0 161,3 0.0 181.3 0.000 0.00 64.9 46.0 1.0 12.14 3.70 145.496 6.761 4.7 0.731 ' 0,000 139.3 163.0 _ 0.0 163.0 0.000 0.00 81.9 46.0 1.0 11 13.21 4.02 105.999 4.713 4.4 0.800 0.000 101.5 113.5 0.0 113.5 0.000 0.00 71.5 44.0 1.0 11 14.27 4.35 51.457 1.739 3.4 0.866 0.000 24.6 26.5 1619 43.4 4,047 0.36 0.0 0.0 10.0 5 15.26 4.65 37.504 i_009 2.7 0.922 0.000 14.4 15.0 ,; 11.3 26.3 2.927 0.25 39.7 38.0 6.0 6 16.24 4.95 26.956 0.855 3.0 0.979 0.000 13.-9 14.0 14.0 28.0 2.238 0.33 0.0 0.0 6.0 5 17.22 5.25 49.277 1,509 3.1 1.035 0.000 18.9 18.6 .13.4 32.0 3.659 0.36 45.9 .38.0 6.0 6 16.21 5-55 45.678 1.552 3.4 1.091 0.000 21.9 20.9 19.0 39.9 3.567 0.00 D.0 0.0 6.05 ' 19.19 5.85 37.696 1.555 4.1 1.148 0.000 18.1 16.9 16.9 33.9 2.940 0.00 0.0 0.0 6.0 5 20.18 6.15 49.211 1.875 3.8 1.204 0.000 23.6 21,5 21.5 43.0 3.641 0.00 0:0 0.0 6.0 5 21.16 6.45 52.060 1.658 3.6 1.261 0.000 24.9 22.2 21.4 43.6 4.D64 0.00 0.0 0.0 6.0 5 22.15 6.75 55.795 1.699 3.0 1.317 0.000 21.4 18.6 15.1 33-.7 4.358 0.00 46.0 36.0 6.0 6 23.13 7.05 62.875 2.257 3.6 1.373 0.000 30.1 25.7 22.4 48.1 4.920 0.00 - 0.0 0,0 6.0 5 ` 24.11 7.35 56.899 2.396 4,2 1.430 0.000 27.2 22,8 22.8 45.6 4.438 0.00 0.0 0.0 6.0 5 25.10 7.65 72.796 2.655 3.9 1.486 0.000 34.9 28.6 25.4 54.0 5.705 0.00 0.0 0.0 6.0 5 26.08 7.95 68.069 2.977 4.4 - 1.543 0.000 32.6 26.2 26.2 52.5 5.322 0,00 _ 0.0 0.0 6.0 5 +, 27.07 8.25 66-846 2.964 4.4 1.599 '0.000 32.0 25.3 25.3 50.6 5.220 0.00. 0.0 0.0 6.0 5 28.05 8.55 75.680 3.355 4.4 1.655 0.000 36.2 28.2 26.2 56.3- 5.922 0.00 0.0 0.0 6.0 5 29.04 8.65 69.620 2.720 3.9 1.712 0.000 33.3 25,5 25.5 51.0 5.433 0.00 0.0 0.0 6.0- 5 30.02 9.15 70.313 3.183 4.5 1.768 0.000 33.7 25.3 25.3 50.6 5.484 _D.OD 0.0 0.0 6.0 5 31.00 9.45 63.354 2.650 4.2 1.824 0.000 30.3 22.5 22.5 44.9 4.922 0.00 0.0 0.0 6.0 5 31.99 9.75 55.782 2.043 3.7 1.881 0.000 26.7 19.5 19.5 39.0 4.312 0.00 0.0 0.0 6.0 5 32.97 10.05 54.204 2.128 3.9 1.937 0.000 26.0 18.6 18.6 37.3 4.181 0.00 0.0 0.0 6.0 5 33.96 10.35 52.074 2.063 4.0 1.994 0.000 24.9 17.7 17.7 35.3 4.006 0.00 0.0 0,0 6.0 5 34.94 10.65 56.972 1.784 3.1 2.050 0.000 21.8 15.2 15.2 30.5 4.394 0.00 40,2 36.0 6.0 6 35.92 10.95 48.880 1.813 3.7 2.106 0.000 23.4 16-1 16.1 32.3 3.742 0.00 0.0 0.0 6.0 5 I