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Failing Dead Permeability <br /> ASTM D 5084 <br /> Cooper Testing Lab, Inc. <br /> Job No 255-010a Boring Date 11/06/98 <br /> Client Advanced GeoEnv Sample S67-35 By DC <br /> Project MBP-Lodi Depth <br /> Soil olive brown clayey SAND <br /> Sample Pressures Max Hydraulic <br /> Cell 53 psi Bot Cap 48 5 psi Top Cap' 47 5 psi Gradient 21 <br /> Elapsed Time (min) Head, (in) Permeability cm/sec <br /> 0 5269 Start of Test <br /> 35 3929 1 8 x 10E-5 <br /> ' 60 31 94 1 8 x 10E-5 <br /> 130 1824 1 7 x 10E-5 <br /> ' 0 5269 <br /> 65 3039 1 8 x 10E-5 <br /> 103 21 34 1 8 x 10E-5 <br /> Average Permeability 2 x 10E-5 cm/sec <br /> Sample Data Initial Final <br /> Height, in 250 252 <br />' Diameter, in 190 1 92 <br /> Area, in2 284 290 <br /> Volume, m3 709 730 <br /> Total Volume, cc 11615 11956 <br /> Vol of Solids, cc 7078 7078 <br /> Vol of Voids, cc 4537 4878 <br /> Void Ratio 064 069 <br /> Porosity, % 3906 4080 <br />' Saturation, % 8133 9984 <br /> Sp Gravity 268 268 <br /> Wet Weight, gm 2266 2384 <br />' Dry Weight, gm 1897 1897 <br /> Tare, gm 000 000 <br /> Moisture, % 195 267 <br /> Dry Density, pcf 101 9 990 <br /> Remarks <br />