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$$} Hydraulic Conductivity <br /> xt .in v n O!v]4vO+U <br /> f}=n ASTM D 5084 <,>N- ,>i r <br />' Cooper Testing Lab, Inc. <br /> i <br /> .fob No 255-0121 Boring Date 11/05/99 <br /> Client Advanced GeoEnv Sample B10-30 By DC <br /> Project West Clay Prop Depth <br /> Soil gray clayey SAND <br /> Sample Pressures Max Hydraulic <br /> Cell 53 psi Bat Cap 48 5 psi Top Cap 47 5 psi Gradient 17 <br />' Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 99 <br /> 0 9833 Start of Test <br />' 931 5343 1 6 x 10E-6 <br /> 0 9833 <br /> 120 8333 3 4 x 10E-6 <br />' 168 7833 3 3 x 10E-6 <br /> 294 6773 3 1 x 10E-6 <br /> 444 5863 2 7 x 10E-6 <br />' 0 9833 <br /> 133 8963 1 6 x 10E-5 <br /> lie <br /> 252 7843 2 1 x 10E-6 <br /> 0 9833 <br /> 739 5433 2 0 x 10E-6 <br /> I Average Permeability 2 x 10E-6 cm/sec <br /> Sample Data Initial Final <br /> Height, in 231 220 <br />' Diameter, 1n 1 92 1 90 <br /> Area, in2 290 284 <br />' Volume in3 669 624 <br /> Total Volume, cc 10960 10222 <br /> Volume Solids, cc 5993 5993 <br />' Volume Voids, cc 4967 4229 <br /> Void Ratio 083 071 <br /> Porosity, % 4532 41 37 <br />' Saturation, % 8576 9719 <br /> Specific Gravity 272 272 <br /> Wet Weight, gm 2056 2041 <br />' Dry Weight, gm 1630 1630 <br /> Tare, gm 000 000 <br />' Moisture, % 261 252 <br /> Dry Density, pcf 928 995 <br /> • Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />