Laserfiche WebLink
Gregg In Situ, Inc. Page: lb <br /> Interpretation Output Release 1.00.19e <br /> Run No: 03-0422-0908-5228 <br /> Job No: 03-118MA <br /> Client: CONDOR <br /> Project: CPT SITE INVESTIGATION <br /> Site: CAL ST STOCKTON <br /> Location: CPT-04 <br /> Engineer: M. KIPF <br /> CPT Date: 03/14/04 <br /> CPT Time: 08:48 <br /> CPT File: 118CO4.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 /> 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 Qc1N DeltaQclN QclNcs Fc Phi Dr OCR State Del(nl)60 (N1)60cs <br /> (ft) (cm/s) W (Deg) M 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 UnCef 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 O.2 UnDef UnDef 100.0 UnDef UnDef 1.0 UnDef UnDef UnDef <br /> 5.41 5.0E-08 0.00 29.1 4.05 6 17.0- 68.0 65:0 41.2 UnDef UnDef 6.0 UrDef 16.6 33.3 <br /> 6.40 5.0E-08 0.00 37.7 6.81 1 23.6 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 7.30 5.0E-08 -0.01 32.2 6.47 1 21.5 UnDef UnDef 100.0 UnDef UnDef 6.0 UnDef UnDef UnDef <br /> 8.20 5.0E-05 0.00 52.8 2.53 7 36.8 46.0 82.8 25.8 38 38.6 10.0 -0.23 7.7 22.1 <br /> 9.19 5.0E-06 0.00 86.9 4.22 11 63.5 UnDef UnDef 0.0 UrDef UnDef 10.0 UnDef UnDef UnDef <br /> 10.17 5.0E-06 0.01 134.1 4.46 11 102.5 UnDef UnDef 0.0 UnDef UnDef 10.0 ' UnDef UnDef UnDef <br /> 11.15 1.0E-15 0.02 83.0 5.34 11 66.9 UnDef UnDef 0.0 42 55.7 1.0 -0.56 UnOef UnDef <br /> 12.14 5.0E-08 0.02 6B.7 6.81 11 57-9 UnDef UnDef 0.0 UnDef UnDef 10.0 UnDef UnDef UnDef <br /> 13.21 1.0E-15 0.01 90.1 7.28 11 79.1 UnDef UnDef 0.0 42 60.5 1.0 -1.30 UnDef UnDef <br /> 14.21 1%OE 15 0:01- 89.8 6.45 11 82.2 - UnDef UnDef.- 0.0 - 42 - 61-.1 1.0-- -O.B6 - UnDef UnDef - <br /> 15.26 1.0E-15 0.02 79.6 6.90 11 75.6 UnDef UnDef 0.0 42 59.3 1.0 -1.00 UnDef UnDef <br />