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Gregg In Situ, Inc. Page: la <br /> Interpretation Output - Release 1.00.19e <br /> Run No: 03-0422-0908-5486 <br /> Job No: 03-118MA <br /> Client: CONDOR <br /> Project: CPT SITE INVESTIGATION <br /> Site: CAL ST STOCKTON <br /> Location: CPT-08 <br /> Engineer: M. KIPF <br /> CPT Date: 03/14/04 <br /> CPT Time: 14:25 <br /> CPT File: 118C08.COR <br /> Northing (m): 0.000 <br /> Easting (m): 0.000 <br /> Elevation (m): 0.000 <br /> ------------------------ <br /> Water Table (m): 12.80 (ft): 42.0 <br /> Su Nkt used: 12.50 <br /> Averaging Increment (m): 0.30 <br /> Phi Method Robertson and Campanella. 1983 <br /> Or Method Jamiolkowski - All Sands <br /> State Parameter M: 1.20 <br /> Used Unit Weights Assigned to Soil Zones <br /> Values of 1.OE9 or UnDef are printed for parameters that are not valid for the material type (SBT) <br /> ----------------------------------------------------------------------------------------------------------------------- -------- <br /> Depth AvgQt AvgFs AvgRf AvgUd SBT U.Wt. TStress EStress Ueq Cn N6O (N1)60 Su CRR <br /> (ft) (tsf) (tsf) (%) (ft) pcf (tsf) (tsf) (tsf) (blows/ft) (tsf) <br /> -------------------------------------------------------------------------------------------------------------------------------- <br /> 0.49 0.0 0.00 0.00 0.0 UnDef 124.1 0.03 0.03 0.00 2.00 UnDef UnDef UnDef 0.00 <br /> 1.4B 0.0 0.00 0.00 0.0 UnDef 124.1 0.09 0.09 0.00 2.00 UnDef UnDef UnDef 0.00 <br /> 2.46 0.0 0.00 0.00 0.0 UnDef 124.1 0.15 0.15 0.00 2.00 UnDef UnDef UnDef 0.00 <br /> 3.44 0.0 0.00 0.00 0.0 UnDef 124.1 0.21 0.21 0.00 2.00 UnDef UnDef UnDef 0.00 <br /> 4.43 0.0 0.00 0.00 O.O UnDef 124.1 0.27 0.27 0:00 1.91 UnDef UnDef UnDef 0.00 <br /> 5.41 114.8 1.68 1.47 19.8 8 120.9 0.34 0.34 0.00 1.73 27.5 47.5 UnDef 0.00 <br /> 6.40 91.9 1.70 1.85 18.9 7 117.8 0.39 0.39 0.00 1.59 29.3 46.7 UnDef 0.00 <br /> 7.30 73.6 1.40 1.91 18.5 7 117.8 0.45 0.45 0.00 1.50 23.5 35.2 UnDef 0.29 <br /> 8.20 30.5 1.18 3.88 16.2 5 114.6 0.50 0.50 0.00 1.42 14.6 20.7 2.40 0.26 <br /> 9.19 25.2 1.04 4.33 16.2 4 114.6 0.56 0.56 0.00 1.34 16.1 21.6 1.97 0.00 <br /> 10.17 27.7 1.18 4.27 13.2 4 114.6 0.61 0.61 0.00 1.28 17.7 22.6 2.17 0.00 <br /> 11.15 41.5 1.45 3.49 14.9 5 114.6 0.67 0.67 0.00 1.22 19.9 24.3 3.27 0.29 <br /> 12.14 60.9 1.13 1.86 17.2 7 117.8 0.73 0.73 0.00 1.17 19.4 22.8 UnDef 0.19 <br /> 13.21.. 107_.6.. 5.03 4:67_ 19.8 11 130.5 0.79 0.79 0.00 1.12 703.1 115.8 UnDef- 0.00- <br /> 14.27 86.7 5.46 6.30 20.9 11 130.5 0.86 0.86 0.00 1.08 83.1 89.5 UnDef 0.00 <br />