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1' <br /> Hydraulic Conductivity <br /> ASTM D 5084 <br />' Cooper Testing Lab, Inc <br /> Job No 255-012d Boring Date 11/03/99 <br />' Client Advanced GeoEnv Sample 69-15 By DC <br /> Project West Clay Prop Depth <br /> Soil brown clayey SAND <br />' Sample Pressures Max Hydraulic <br /> Cell 62 5 psi Bot Cap 58 psi Top Cap 57 psi Gradient 17 <br />' Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 95 <br /> 0 280 Start of Test <br />' 1144 63 3 2 x 10E-6 <br /> 0 280 <br /> 232 21 4 2 8 x 10E-6 <br /> I 368 178 2 8 x 10E-6 <br /> 1319 74 2 5 x 10E-6 <br /> 0 9833 <br />' 100 8593 3 3 x 10E-6 <br /> 165 7893 3 3 x 10E-6 <br /> 275 6893 3 2 x 10E-6 <br />' Average Permeability 3 x 10E-6 cm/sec <br /> Sample Data Initial Final <br /> Height, in 231 228 <br />' Diameter, in 1 90 1 89 <br /> Area, in2 284 281 <br />' Volume in3 655 642 <br /> Total Volume, cc 10733 10515 <br /> Volume Solids, cc 71 40 71 40 <br />' Volume Voids, cc 3593 3376 <br /> Void Ratio 050 047 <br /> Porosity, % 3348 3210 <br />' Saturation, % 8016 9628 <br /> Specific Gravity 272 272 <br />' Wet Weight, gm 2230 2267 <br /> Dry Weight, gm 1942 1942 <br /> Tare, gm 000 000 <br />' Moisture, % 148 167 <br /> Dry Density, pcf 1129 1152 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />