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' Hydraulic Conductivity <br /> ASTM <br /> D 5084 <br /> ' Cooper Testing Lab, Inc. <br /> Job No- 255-019a Sample. EW1-50 Date: 07/05/01 <br /> Client- Advanced GeoEnv Depth,ft. <br /> Project: P-L Bus Mngmnt Soil: gray sandy CLAY By. DC <br /> Remolded To: <br /> ' Sample Pressures: Max. Hydraulic <br /> Cell. 43 5 psi Bot. Cap: 39 psi Top Cap, 38 psi Gradient. 15 <br /> Method C Falhng� Head /Risrng Tailwater <br /> ' Date / Elapsed Min Head, (cm) <br /> K, cm/se *g: 0 98 <br /> 6/27/01 - 0 9833 Start of Test <br /> ' 185 9763 9 2 x 10E-8 <br /> 380 9383 3 1 x 10E-7 <br /> 0 9833 <br /> 45 9633 1 1 x 10E-6 <br /> 358 8318 1 1 x 10E-6 <br />' 0 9833 <br /> 175 9033 1 1 x 10E-6 <br /> 6/28/01 671 7143 1 1 x 10E-6 <br /> vY <br /> Average Permeability <br /> 1 x 1 0E-6 cm/sec �; <br /> Sample Data: "> <br /> Initial Final <br /> Height, in 250 244 <br /> Diameter, in 1 92 192 <br /> Area, in2 289 290 <br />' Volume in3 722 706 <br /> Total Volume, cc 11837 11577 <br /> Volume Solids, cc 6625 6625 <br />' Volume Voids, cc 5212 4952 <br /> Void Ratio 079 075 <br /> Porosity, % 4403 4277 <br />' Saturation, % 9959 9977 <br /> Specific Gravity 280 Assumed 280 <br /> Wet Weight, gm 2374 2349 <br /> Dry Weight, gm 1855 1855 <br /> Tare, gm 000 000 <br /> Moisture, % 280 266 <br /> • Dry Density, pcf 978 1000 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />