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JUN 13 2001 10 30AM NO 832 P 5/10 <br /> Hydraulic Conductivity <br /> ASTM P 6084 0&, 1RWM <br /> Cooper Testing Lab, Inc, <br /> ' <br /> dos, No' 258-008d Boring, SB-6 Date 06/12/01 <br /> ' Client, Geological Tech Sample, By DC <br /> Project. 507 2 Depth <br /> Soil 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) He$d, (cm) K, cm/sec 0 98 <br /> 0 24,0 Start of Test <br /> 13 43 24x10E-4 <br /> ' 25 1 1 2.3 x 10E-4 <br /> 0 24,0 <br /> 3 1 T.2 2 1 x 10E-4 <br /> ' 5 133 22x14E-4 <br /> 18 2.9 2.2 X 10E-4 <br /> ' , Avera a Permeability; 2 x 10E-4 cm/sec <br /> Sample Data, Initial Final <br /> Height, in 250 <br /> 248 <br /> Diameter, in 1 .92 1 .91 <br /> Area, int 2.90 2.85 <br /> Volume in3 724 7,07 <br /> Total Volume, cc 11661 11563 <br /> ' Volume Solids, cc 71,33 71 .33 <br /> Volume Voids, cc 47.28 44.50 <br /> ' Void Ratlo 0.66 062 <br /> Porosity, ° 3986 3842 <br /> °/p 90 31 95,219 <br /> Saturation, <br /> ' Specific Grave 270 Assumed 270 <br /> Wet Weight, gm 235.3 235 0 <br /> Dry Weight, gm 192.6 192.6 <br /> Tare, gm <br /> 0100 0.00 <br /> Moisture, % 222 220 <br /> Dry Density, pct 101 .3 1038 <br /> Remarks, '*B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />