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Hydraulic Conductivity <br /> ASTM D 5084 " { <br /> Cooper Testing Lab, Inc <br /> Job No 255-01817 Boring MW5 Date 12/21/00 <br /> Client Advanced GeoEnv Sample By DC <br /> Project Pacific Pride Depth 45' <br /> Soil gray SILTY CLAY w/sand <br /> ' Sample Pressures Max Hydraulic <br /> Cell 43 psi Bat Cap 39 psi Top Cap 37 psi Gradient 27 <br /> Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 97 <br /> 0 16868 Start of Test <br /> 8 16748 2 4 x 10E-6 <br /> ' 14 16668 2 3 x 10E-6 <br /> 20 16588 23x10E-6 <br /> ' 35 16428 2 1 x 10E-6 <br /> 73 15988 2 0 x 10E-6 <br /> 113 15548 2 0 x 10E-6 <br /> i <br /> Average Permeability 2 x 10E-6 cm/sec r` <br /> ' Sample Data Initial Final <br /> Height, in 250 250 <br /> ' Diameter, in 1 93 1 93 <br /> Area, int 293 293 <br /> Volume in3 731 731 <br /> 1 Total Volume, cc 11985 11985 <br /> Volume Solids, cc 5583 5583 <br /> Volume Voids, cc 6402 6402 <br /> Void Ratio 1 15 1 15 <br /> Porosity, % 5341 5341 <br /> ' Saturation, % 9841 9888 <br /> Specific Gravity 276 276 <br /> Wet Weight, gm 2171 2174 <br /> Dry Weight, gm 1541 1541 <br /> Tare, gm 000 000 <br /> Moisture, % 409 41 1 <br /> ' Dry Density, pcf 802 802 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> i <br /> 1 i <br />