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Gregg In Situ, Inc. Page: lb <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: 118CC8.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 /> Depth k Bq Qtn Rfn SBTn Qc1N DeltagclN Qc1Ncs Fc Phi Or OCR State Del(nl)60 (NI)60cs <br /> (ft) (cm/s) M (Deg) (%) 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 I.OE-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-03 0.01 341.5 . 1.47 9 194.1 3.4 197.4 5.6 .. 48 86.3 1.0 70.35 0.5 48.0 <br /> 6.40 5.0E-04 0.01 232.2 1.85 9 143.2 18.5 161.8 9.3 46 77.6 1.0 -0.34 3.6 50.3 <br /> 7.30 5.0E-04 0.01 163.7 1.92 9 107.7 24.1 131.9 11.9 44 69.4 1.0 -0.31 4.5 39.7 <br /> 8.20 5.0E-06 0.02 60.1 3.94 6 42.2 83.4 125.6 29.9 UnDef UnDef 10.0 UnDef 14.7 35.3 <br /> 9.19 5.0E-07 0.02 44.3 4.22 6 33.1 132.3 165.3 35.1 UnDef UnDef 6.0 UnDef 21.6 43.1 <br /> 10.17 5.0E-07 0.02 44.3 4.36 6 34.7 138.6 173.3 35.6 UnDef UnDef 6.0 UnDef 22.6 45.2 <br /> 11.15 5.0E-06 0.01 61.1 3.55 6 49.7 81.0 130.7 28.2 UnDef UnDef 10.0 UnDef 15.4 39.7 <br /> 12.14 5.0E-04 0.01 82.9 1.88 7 69.9 35.0 104.9 17.5 42 57.0 1.0 -0.23 6.0 28.8 <br /> 13.21 1.0E-15 0.01 134.9 4.71 11 118.4 UnDef UnDef 0.0 44 72.1 1.0 -0.56 UnDef UnDef <br /> 14..27 : :1.OE-15- 0.01 99.7 -..6..36 11 ,. 91.4. UnDef -UnDef. 0.0 42 64..7.. .1.0 -0..86- UnDef UnDef <br /> 15.26 5.0E-08 0.01 48.7 5.43 6 46.6 186.6 233.2 37.6 UnDef UnDef 6.0 UnDef 45.7 91.3 <br />