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Gregg In Situ, Inc. Page: lb <br /> Interpretation Output - Release 1.00.19e <br /> Run No: 03-0422-0908-5425 <br /> Job No: 03-118MA <br /> Client: CONDOR <br /> Project: CPT SIT£ INVESTIGATION <br /> Site: CAL ST STOCKTON <br /> Location: CPT-07 <br /> Engineer: M. KI PF <br /> CPT Date: 03/14/04 <br /> CPT Time: 13:07 <br /> CPT Fite: 118C07.COR <br /> Northing (m): 0.000 <br /> Easting (m): 0.000 <br /> Elevation (m): 0.000 <br /> --------------------------------------------------------- <br /> Water Table (m): 15.85 (ft): 52.0 <br /> Su Nkt used: 12.50 <br /> Averaging Increment (m): 0.30 <br /> Phi Method Robertson and Campanella. 1983 <br /> Dr 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 k Bq Qtn Rfn SBTn OcIN DeltaQc1N QclNcs Fc Phi Dr OCR State Del(nl)60 (N1)60cs <br /> (ft) (cm/s) (9) (Deg) W Param <br /> -------------------------------------------------------------------------------- <br /> 0.49 1.0E-15 0.00 2.4 0.10 1 0.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 1.48 1.0E-15 0.00 0.1 0.10 1 0.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 2.46 1.0E-15 0.00 0.1 0.10 1 0.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 3.44 1.0E-15 0.00 0.0 0.10 1 0.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 4.43 1.0E-15 0.00 0.0 0.10 1 0.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 5.41 5.0E-08 0.06 42.0 5.41 1 24.3 UnDef UnDef 100..0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 6.40 5.OE'-08 0.04 55.3 4.44 6 34.3 123.1 157.4 34.3 UnDef UnDef 10.0 UnDef 32.2 65.7 <br /> 7.30 5.0E-08 0.04 60.5 7.24 11 39.8UnDef UnDef 0.0 UnDef UnDef 10.0 UnDef UnDef UnDef <br /> 8.20 5.0E-08 0.05 72.8 7.54 11 50.5 UnDef UnDef 0.0 UnDef UnDef 10.0 UnDef UnDef UnDef <br /> 9.19 5.0E-08 0.07 48.7 7.78 1 35.9 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 10.17 5.0E-08 0.12 24.9 6.58 1 19.6 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 11.15 5.0E-08 0.07 35.3 6.06 1 28.7 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef Ur Def UnDef <br /> 12.14 5.0E-08 0.04 45.5 5.50 1 38.3 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 13.21 5.0E-08 0.05 27.9 7.17 1 24.7 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 14.27 5.0E-08 0.02 61.9 6.19 11 56..0. . . UnDef UnDef 0.0 . .UnDef UnDef 10.0 -UnDef UnDef UnDef <br /> 15.26 1.0E-15 0.03 60.1 5.63 6 56.2 224.9 281.1 35.2 40 50.8 1.0 -0.54 55.0 110.1 <br />