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ConeTee Investigations Ltd. - CPT Interpretation Page: 3. . Interpretation Output - Release 1.00.19c Run NO: 00-0225-1119.5398 No: 97-100 ant: CH2M HILL Project: Dei Monte - Stockton, CA _ Site: Dal Monte Location: CPT-07 Geologist: K. Sheets CPT Date: 00/17/01 CPT Time: 11:25 CPT File: 006C07.COR -------------------------------------------------------------------------------------------------------------------- water Table Im) : - 15.54 (ft) : 51.0 Averaging Increment (m) : 0.30 - Su Nkt used: 12.50 Phi Method : Robertson and Campanella, 1983 _ Or Method All Sande Used Unit weights Assigned to Soil Zones Depth Depth AvgQt AvgF8 AvgRf H.Stress Hyd. Pr. N60 (N1)60 Delta (N1)60 Su CRR Dr Phi OCR SHT (ft) --(m)--.-.(tef)----(tsf) (t)--•--(tef) - (taf) Iblows/fel INI)60 CS --_-Itef)-'------(L) (deg) Iratio) -------- ---------- --------- ------------------- -------------- -- } 0.49_ 0.15 0.000 0.000 0.0 0.031 0.000 0.0 0.0 0.0 0.0 0.000 D.DD 0.0 0.0 1.0 0 1.48 0.45 0.000 O.DDD 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 O.ODO O.DDD 0.0 0.153 0.000 0.0 0.0 0'00'0 0.000 0.00 D.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 O.D00 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 46.892 1.926 4.1 0.334 0.000 22.5 38.9 - 0.0 38.9 3.725 0.00 0.0 0.0 10.0 5 6.40 1.95 51.359 1.733 3.4 0.390 0.000 24.6 39.4 0.0 39.4 4.077 0.00 0.0 0.0 10.0 5 7.30 2.22 88.275 2.889 3.3 0.442 0.000 33.8 50.9 0.0 50.9 7.027 0.00 74.8 46.0 10.0 6 8.20 2.50. 115.608 5.787 5.0 0.497 0.000 110.7 157.0 0.0 157.0 0.000 0.00 80.8 46.0 1.0 11 9.19 2.80 129.-287 6.355 4.9 0.562 0.000 123.8 165.2 0.0 165.2 0.000 0.00 82.3 46.0 1.0 11 17 3.10 218.840 12.784 5.8 0.626 0.000 209.6 265.0 0.0 265.0 0.000 0.00 95.0 48.0 1.0 11 ` .15 3.40 42.887 1.749 4.1 0.686 0.000 20.5 24.8 18.1 42.9 3.376 0.43 0.0 0.0 10.0 5 12.14 3.70 38.697 0.956 2.5 0.742 0.000 14.8 17.2 9.4 26.6 3.036 0.18 43.7 38.0 10.0 6 13.21 4.02 56.513 1.518 2.7 0.804 0.000 21.6 24.2 10.7 34.8 4.457 0.24 53.4 40.0 10.0 6 14.27 4.35 4'4.246 1.315 3.0 0.865 0.000 16.9 18.2 11.9 30.2 3.470 0.27 45.4 38.0 10.0 6 15.26 4.65 46.250 1.602 3.5 0.921 0.000 22.1 23.1 17.7 40.8 3.626 0.42 0.0 0.0 6.0 5 16.24 4.95 45.930 1.469 3.2 0.977 0.000 22.0 22.2 17.0 39.2 3.596 0.38 0.0 0.0 6.0 5 17.22 5.25 55.383 1.843 3.3 1.034 0.000 26.5 26.1 18.1 44.2 4.348 0.43 0.0 0.0 10.0 5 18.21 5.55 55.467 1.738 3..1 1.090 0.000 21.2 20.4 . 14.1 34.4 4.350 0.39 48.5 38.0 6.0 6 -19.19 5.85 63.859 1.963 3.1 1.147 D.000 24.5 - 22.8 14.2 37.1 5.017 0.40 51.8 40.0 10.0 6 20.18 6.15 55.873 2.359 4.2 1.203 0.000 26.8 24.4 24.4 48.8 4.374 0.00 0.0 0.0 6.0 5 21.16 6.45 46.306 1.956 4.2 1.259 0.000 22.2 19.8 19.8 39.5 3.604 0.00 0.0 0.0 6.0 5 ( 22.15 6.75 59.182 2.276 3.8 1.316 0.000 28.3 24.7 23.4 48.1 4.629 0.00 0.0 0.0 6.0 5 23.13 7.05 60.660 2.900 4.6 1.372 0.000 38.7 33.1 33.1 66.1 4.743 0.00 0.0 0.0 6.0 4 i ' 24.11 7.35 63.339 3.214 5.1 1.432 0.000 60.7 50.7 50.7 101.4 0.000 0.00 48.4 38.0 1.0 11 25.10 7.65 60.213 3.206 5.3 1.497 0.000 57.7 47.1 0.0 47.1 D.000 0.00 46.3 38.0 1.0 11 26.08 7.95 58.255 2.638 4.5 1.557 -0.000 27.9 22.4 22.4 44.7 4.536 0.00 0.0 0.0 6.0 5 it 27.07 8.25 72.620 3.320 4.6 1.613 0.000 34.8 27.4 27.4 54.8 5:681 0.00 0.0 0.0 6.0 5 28.05 8.55 69.933 3.059 4.4 1.670 0.000 33.5 25.9 25.9 $1.8 5.461 0.00 0.0 0.0 6.0 5 29.04 8.85 59.147 2.304 3.9 1.726 0.000 28.3 21.6 21.6 43.1 4.594 0.00 0.0 0.0 6.0 5 30.02 9.15 60.097 2.125 3.5 1.782 0.000 28.8 21.6 21.6 43.1 4.665 0.00 0.0. 0.0 6.0 5 31,00 9.45 37.035 1.420 3.8 1.839 - 0.000 17.7 13.1 13.1 26.2 2.816 0.30 0.0 0.0 6.0 5 31.99 9.75 42.143 1.621 3.8 .1.895 0.00D 20.2 14.7 14.7 29.3 3.220 0.39 0.0 0.0 6.0 5 32.97 10.05 43.980 2.802 6.4 1.951 0.000 42.1 - 30.2 0.0 30.2 3.362 0.00 0.0 0.0 6.0 3 33.96 10.35 45.750 3.214 7.0 2.006 .0.000 43.8 30.9 0.0 30:9 3.500 0.00 0.0 0.0 6.0 3 34.94 10.65 57.401 4.468 7:8 2.065 0.000 55.0 38.3 D.0 38.3 0.000 0.00 40.4 36.0 1.0 11 35.92 10.95 77.248 6.045 7.8 2.129 0.000 74.0 50.7 0.0 50.7 0.000 0.00 48.4 38.0 1.0 - 11 r . i j i l