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i ConeTec Investigations Ltd. - CPT Interpretation _ Page: 1 Interpretation Output - Release 1.00.190 Run No: 00-0225-1119-5382 Np: 97-100 1 ._ant: CH2M HILL - Project: Del Monte- - Stockton, CA Site: Del Monte Location: CPT-08 Geologist: R. Sheets CPT Date: 00/17/01 - CPT Time: 08:46 CPT File; 006C08.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 Jamiolkoweki - All Sande used Unit Weights Assigned to Soil Zones ---------------------------------------------------------------------------------------------------------------------------------- Depth Depth AvgOt AvgFs AvgRf s_Strase Hyd. Pr. N60 (N1)60 Delta (N1)60 Su CRR Or Phi OCR SBT (ft) (m) (tef) (taf) (t) (tsf) (taf) (blows/ft) (N1)60 CS (taf) (t) (deg) (ratio) ----------------f-----------------------------------------------------------------------------------------------------------------} 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 I 1.48 0.45 0.000 0.000 0.0 0.092 0.000 0.0 0.0 0.0 0.0 D.ODD 0.00 0.0 0.0 1.0 0 '2.46 0.75 0.000 0.000 0,0 0.153 0.000 0.0 0.0 0.0 0.0 0,000 D.00 0.0 0.0 1.0 0 3.44 1.05 0.006 0.000 0.0 0.214 0.000 0.0 0.0 0.0 0.0 0.000 D.-00 0.0 0.0 1.D 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 1.65 147.716 4.514 3.1 0.334 0.000 56.6 95.0 0.0 98.0 11.791 0.D0 93.6 .46.0 10.0 6 6.40 1.95 140.847 5.981 4.2 0.394 0.000 134.9 214.9 0.0 214.9 0.000 0.00 89.8 48.0 1.0 11 7.30 2.22 163.399 5.287 3.2 0.450 0.000 62.6 93.4 0.0 93.4 13.036 0.00 92.2 48.0 10.0 6 8.20 2.50 134.118 6.140 4.6 0.505 0.000 128.4 180.7 0.0 180.7 0.000 0.00 84.9 46.0 1.0 11 9.19 2.80 ' 69.324 2.773 3.1 0.565 0.000 34.2 45.5 O.D 45.5 7.101 0.00 71.6 44.0 10.0 6 17 3.10 324.552 16.467 5.1 0.626 0.000 310.8 393.0 0.0 393.0 0.000 0.00 95.0 48.0 1.0 .15 - 3.40 347.271 14.052 4.0 0.680 0.000 166.3 200.6 0.0 200.6 0.000 0.00 95.0 48.0 1.0 12.14 3.70 52.722 1,554 2.9 0.746 0.000 20.2 23.4 11.2 34.6 4.158 0.26 52.5 40.0 10.0 6 � 13.21 4.02 39.513 0.650 1.6 - 0.808 0.000 12.6 14.0 5.8 19.9 0.000 0.13 43.1 30.D .1.0 7 14.27 - 4.35 59.062 D.912 1.5 0.870 0.000 18.9 . 20.2 5.6 25.8 0.000 0.16 53.6 40.0 1.0 7 15.26 4.65 56.776 1.205 2.1 0.928 0.000 22.7 22.6 9.2 31..8 4,468 0.20 51.5 40.0 10.0 6 16.24 4.95 42.425 0.964 2.3 0.984 0.000 16.3 16.4 30.3 26.6 3.315 D.20 42.3 38.0 6.0 6 17,22 5.25 40.455 0.919 2.3 1.040 0.000 35.5 15.2 10.4 25.6 3.153 0.21 40.1 38.0 6.0 6 18.21 5.55 49.751 1.223 2.5 1.097 0.000 19.1 18.2 11.4 29.6 3.892 0.24 45.3 38.0 6.0 6 19.19 '5.85 62.713 1.624 2.6 1.153 0.000 24.0 22.4 12.2 34.6 4.925 0.29 51.2 40.0 10.0 6 20.18 6.15 71.177 1.781 2.5 1.209 0.000 27.3 24.8 12.2 37.0 5.597 0.30 54.2 40,0 10.0 6 21.16 6.45 73.204 2.095 2.9 1.266 0.000 28.0 24.9 14_D 39.0 5.755 0.40 54.3 40.0 10.0 6 22.15 6.75 86.257 2.690 3.1 1.322 0.000 33.0 28.7 15.6 44.4 6.795 0.00 58.4 40.0 10.0 6 23.13 7.05 92.333 3.51D 3.8 1.379 0.000 44.2 37.7 24.1 61.8 7.276 0.00 0.0 0.0 10.0 5 24.11 7.35 56.680 2.767 4.9 1.435 0.000 36.2 30.2 30.2 60-4 4.420 0.00 0.0 0.0 6.0 4 25.10 7.65 103.531 5.786 5.6 1.495 0.000 99.1 81.1 0.0 61.1 0.000 0.00 61.9 40.0 1.0 11 26,08 7.95 147.533 9.242 6.3 1.560 0.000 141.3 113.1 0.0 113.1 0.000 0.00 71.4 42.0 I'D 11 27.07 8.25 95.490 4.919 5.2 1.624 0.000 91.4 71.8 70.1 141.9 0.000 D.DD 58.4 40.0 1.0 11 28.05 6.55 85.071 4.362 5.1 1.688 0.000 81.5 62.7 62.7 125.4 0.000 0.00 54.5 30.0 1.0 11 29.04 8.85 72.495 2.930 4.0 1.748 0.000 34.7 26.3 26.3 52.5 5.660 0.00 0.0 0.0 6.0 5 30.02 9.15 67.284 2.682 4.0 1.805 0.000 32.2 24.0 24.0 48.0 5.238 0.00 0.0 0.0 6.0 5 31.00 9.45 59.217 2.314 3.9 1.861 0.000 20.4 20.8 20.8 41.6 4.569 0.00 0.0 0.0 6.0 5 31.99 9.75 47.240 1.627 3.4 1.917 0.000 22.6 16.3 16.3 32.7 3.626 0.00 0.0 0.0 6.0 5 32.97 10.05 43.751 2.543 5.8 1.973 0.000 41.9 29.8 0.0 29.8 3.342 0.00 0.0 0.0 6.0 3 33.96 10.35 66.043 3.911 5.9 2.033 0.000 63.2 44.4 0.0 44.4 0.000 0.00 44.6 36.0 110 11 I . 34.94 10.65 $3.063 3.041 5.7 2.097 0-.000 50.0 35.1 0.0 35.1 0-000 0.00 37.9 34.0 1,0 lY �. 35.92 10.95 69.568 3.856 5.5 2.161 0.000 66.9 45.5 '0.0 45.5 0.000 0.00 45.3 36.0 1.0 12