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JUN 13 2001 10 31nM NO 832 P 7/10 <br /> Hydraulic Conductivity <br /> ASTM D 5084 <br /> Cooper Testing Lab, Inc. <br /> Borg <br /> Job Na. 25&006a r19 MW-109 Date; 06112/01 <br /> Client; Geological Tech. Sample. By- DC <br /> ' Project, 5072 Depth, 75' <br /> Sail, see sieve <br /> ' Sample Pressures. Max Hydraulic <br /> Cell 43 5 psi Bot Cap. 38 5�psi „Top Cap 38 5 psi_Gradient, 4 <br /> ' Elapsed Time (min) Head, (cm) K, cm/sec *B: = 0.98 <br /> 0 280 Start of Test <br /> 1339 58 3 4 x 1 DE-6 <br /> ' 0 280 <br /> 1101 76 35x10E-6 <br /> 1581 40 3 1 x 10E-6 <br /> 2210 27 2,7 x 1 DE-6 <br /> 0 28,0 <br /> 713 12,7 2,9 x 1 OE-6 <br /> 0 28.0 <br /> 704 126 31 x 10E-6 <br /> H Average Permeabdlty 3 x i 01=-6 cm/sec s <br /> ' Sample Data, Initial Final <br /> Height, in 250 243 <br /> Diameter, in 1 86 1 85 <br /> ' Area, Ent 272 269 <br /> Volume Ina 6.79 653 <br /> Total Volume, cc 111.32 107.04 <br /> Volume Solids, cc 5057 5057 <br /> Volume Voids, cc 5074 56.47 <br /> Void Ratio 1,20 1.12 <br /> ' Porosity, % 54,57 52,75 <br /> Saturation, % 9910 9935 <br /> Specific Gravity 280 Assumed 280 <br /> Wet Weight, gm 201 8 1977 <br /> pry Weight, gm 1416 141.6 <br /> ' Tare, gm 000 000 <br /> Moisture, % 42,5 396 <br /> Dry Density, pcf 79.4 82.5 <br /> ' Remarks, *I3=Delta Pore press/Delta Cell Press (indication of saturation), <br /> 1 <br />