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r ConaTec Investigations Ltd. - CPT Interpretation Page: 1 interpretation Output - Release 1.00.19c Run NO: 00-0225-1119-54D9 No: 97-100 .int: CH2M HILL Project: Del Monte - Stockton, CA � . Site: Del Monte Location: CPT-06 Geologist: K. Sheets - CPT Date: 00/17/01 CPT Time: 14:21 CPT File: 006C06.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 Dr Method Jamiolkowski - All Sande Used Unit Weights Assigned to Soil Zones ------- ----------- --------------------------- Depth Depth Avgpt AvgFs AvgRf S.Stress Hyd. Pr. N60 (N1)6D Delta (N1)60 Su CRR Dr Phi OCR SBT (ft) (m) (ref) (tef) (}) (tef) (tsf) (blows/ft) (N1)60 Ca (tsf) (4) (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 0.000 0.000 0.0 0.092 0.000 0.0 0.0 O.O 0.0 0.000 0.00 0.0 0.0 1.0 D 2.46 0.75 0.000 0.000 0.0 0.153 0.000 0.0 0.0 D.D 0.0 0.000 0.00 0.0 0.0 1.0 D j 3.44 1.05 0.00D 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 D 4.43 1.35 0.000 0.000 0.0 0.275 0.000 0.0 0.0 0.0 D.D 0.000 0.00 0.0 0.0 1.0 0 5.41 i.65 72.066 3.099 4.3 0.334 0.000 34.5 59.7 0.0 59.7 5.739 0.00 0.0 0.0 10.0 5 6,40 1.95 111.262 5.340 4.8 0.394 0.000 106.6 169.8 0.0 169.8 0.000 0.00 83.1 46.0 1.0 11 7.30 2.22 127.694 6.636 5.2 0.453 0.000 122.3 181.8 0.0 181.8 0.000 0.00 85.0 46.0 1.0 11 8.20 2.50 111.224 6.045 5.4 0.512 0.000 106.5 148.9 0.0 148.9 0.000 0.00 79.3 46.0 1.0 11 9.19 2.80 51.386 2.157 4.2 ' 0.572 0.000 24.6 32.5 0.0 32.5 4.065 0.00 0.0 0.0 10.0 5 17 3.10 45.349 1.778 3.9 0.628 0.000 21-7 ' 27.4 16.9 44.3 3.578 0.35 0.0 0.0 10.0 5 .15 - 3..40 48.544 1.619 3.3 0.685 0.000 23.2 20.1 15.1 43.2 3.829 0.26 0.0 0.0 10.0 5 12.14 3.70 48.717 1.860 3.8 0.741 0.000 23.3 27.1 17.7 44.0 3.830 0.40 0.0 0.0 10.0 5 13.21 4.02 50.908 2.061 4.D 0,007 0.000 24.4 27.2 19.4 46.7 4.008 0.00 0.0 0.0 10.0 _ 5 r 14.27 4.35 41.801 1.991 4.8 0.663 D.000 26.7 28.8 28.8 57.6 3.281 0.00 0.0 0,.0 6.0 4 15.26 4.65 47.732 1.916 4.D 0.920 0.-000 22.9 23.0 20.4 44.3 3.745 0.00 0.0 0.0 10.0 5 16.24 4.95 48.499 1.953 4.D 0.975 0.000 23.2 23.5 21.1 44.6 3.802 0.00 0.0 0.0 6.0 5 17.22 5.25 55.228 2.351 4.3 1.032 0.000 26.4 -26.0 22.9 49.0 4.336 D.00 0.0 0.0 10.0 5 � 18.21 5.55 53.969 2.712 510 1.093 0.000 51.7 49.4 49.4 98.9 0.000 D.00 47.7 38.0 1.0 11 19.19 5.85 54.439 2.394 4.4 1.153 0.000 26.1 74.3 24.3 48.6 4.263 D.00 0.0 0,0 6.0 5 20.10 6.15 56.163 2.419 4.3 1.209 0.000 26.9 24,5 24.5 48.9 4.396 0.00 0.0 0.0 6.0 5 21.16 6.45 70.640 3.266 4.6 1.270 0.000 67.6 6D.0 55.4 115.4 D.00D 0.00 53.3 40.0 1.0 11 22.15 6.75 70.625 3.731 5.3 1.334 0.000 67.6 58.6 58.6 117.1 0.000 D.OD 52.6 38.0 1.0 11 . 23.13 7.05 60.645 2.760 4.6 11394 0.000 29.0 24.6 24.6 49.2 4.740 0.00 0.0 0.0 6.0 5 } 24.11 - 7.35 71,448 . 3.360 4.7 1.455 0.000 68.4 56.7 56.7 113.5 0.000 0.00 51.6 38.0 1.0 11 25.30 7.65 65.755 2.722 4.1 1.515 0.000 31.5 25.6 25.6 51.2 5.139 0.00 0.0 0.0 6.0 5 26.08 7.95 78.086 3.732 4.8 1.575 0.000 74.0 59.6 59.6 119.2 0.000 0.00 53.1 3e.0 1.0 - 11 27.07 8.25 79.810 3.774 4.7 1.639 0.000 76.4 59.7 59.7 119.4 D.D00 O.DO 53.1 30.0 110 11 28.05 8.55 73.155 3.363 4.6 1.704 0.000 70.1 53.7 53.7 107.4 0.000 0.00 50.1 30.0 1.0 11 29.04 8.05- 64.655 2.612 4.3 .1.764 0.000 31.0 23.3 23.3 46.6 5.031 0.00 0.0 0.0 6.0 5 30.02 9.15 71.754 2.099 4.0 1.820 0.000 34.4 25.5 25.5 50.9 5.595 0.00 0.0 0.0 6.0 5 31.00 9.45 66.332 3.149 4.7 1.801 0.000 63.5 46.3 0.0 46.3 0.000 0.00 45.8 .36.0 1.0 11 ` 31.99 9.75 54.992 3.326 6.0 1.945 0.000 52.7 37.0 0.0 37.8 0.000 O.OD 40.0 36.0 1.0 11 32.97 10.05 36.323 2.596 7.1 2.004 0.000 34.0 24.6 0.0 24.6 ,2.746 0.00 0.0 0.0 6.0 3 33.96 10.35 55.029 3.158 5.7 2.064 0.000 53.5 37.2 0.0 37,2 0.000 0.00 39.6 34.0 1.0 11 Ifo 34.94 10.65 52.065 2.703 5.3 2.128 0.000 50.6 34.7 0.0 34.7 0.000 0.00 37,6 34.0 110 11 35.92 10.95 81.690 3.221 3.9 2.188 0.000 39.1 26.4 26.4 52.9 6.360 0.00 0.0 - 0.0 6.0 5 I _