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Hydraulic Conductivity <br /> ASTM D 5084 <br /> ' Cooper Testing Lab, Inc, <br /> rJob No 255-019 Sample EW1-40 Date 07/05/01 <br /> ' ient Advanced GeoEnv Depth,ft <br /> oject P-L Bus Mngnt Soil gray sand CLAY By DC <br /> Remolded To 9 y y <br /> ' Sample Pressures <br /> Cell Max Hydraulic <br /> 43 5 psi Bat Cap 39 psi Top Cap 38 psi Gradient 15 <br /> Method C Failing Head Rising Taiiwatar <br /> ' Date / Elapsed Min Head, (cm) K, cm/sec *B – 0 95 <br /> 6/27/01 —F <br /> 0 9833 Start of Test <br /> 178 95 93 3 3 x 10E-7 <br /> 359 9363 3 2 x 1 CE-7 <br /> 0 98 33 <br /> ' 45 97 33 5 3 x 10E-7 <br /> 352 93 78 3 1 x 10E-7 <br /> 536 91 13 3 2 x 10E-7 <br /> ' 6/28/01 1031 8473 3 4 x 10E-7 <br /> w^t A .'Average Permeability 3 x 10v>ri <br /> E-7 <br /> Sample Data Initial Final <br /> Height, in 250 249 <br /> Diameter, in 192 194 <br /> Area, in2 291 294 <br /> Volume in3 727 732 <br />' Total Volume, cc 11911 11999 <br /> Volume Solids, cc 7469 7469 <br />' Volume Voids, cc 4442 4530 <br /> Void Ratio 059 061 <br /> Porosity, % 3729 3775 <br />' Saturation, % 9861 9956 <br /> Specific Gravity 275 Assumed 275 <br /> Wet Weight, gm <br /> 2492 250 5 <br />' Dry Weight, gm 2054 2054 <br /> Tare, gm 000 000 <br />' Moisture, % 213 220 <br /> . Dry Density, pcf 1076 1068 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> I <br />