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Hydraulic Conductivity <br /> ASTM D 5084 x v <br /> Cooper Testing Lab, Inc. <br /> Job No 255-014d Boring MW1-50 Date 06/21/00 <br /> Client Advanced GeoEnv Sample By DC <br /> Project Pacific Pride Depth <br /> Soil brown sandy CLAY/ clayey SAND <br /> Sample Pressures Max Hydraulic <br /> Cell 53 psi Bot Cap 48 5 psi Top Cap 47 5 psi Gradient 15 <br /> Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 97 <br /> 0 9833 Starf of Test <br /> 260 9023 7 7 x 10E-7 <br /> 1314 6093 8 7 x 10E-7 <br /> 0 9833 <br /> 1436 5703 9 1 x 10E-7 <br /> 0 9833 <br /> 1071 6733 8 1 x 10E-7 <br /> 1541 5793 8 2 x 10E-7 <br /> 0 9833 <br /> 172 9273 8 0 x 10E-7 <br /> h Average Permeability 8 x 10E-7 cm/sec 1, <br /> Sample Data Initial Final <br /> Height, in 250 250 <br /> IDiameter, in 1 93 1 92 <br /> Area, int 293 290 <br /> Volume in3 731 724 <br /> Total Volume, cc 11985 11861 <br /> Volume Solids, cc 7313 7313 <br /> Volume Voids, cc 4672 4549 <br /> Void Ratio 064 062 <br /> Porosity, % 3899 3835 <br /> Saturation, % 9759 9981 <br /> Specific Gravity 275 Assumed 275 <br /> Wet Weight, gm 2467 2465 <br /> Dry Weight, gm 201 1 201 1 <br /> Tare, gm 000 000 <br /> Moisture, % 227 226 <br /> Dry Density, pcf 1047 1058 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />