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Hydraulic Conductivity <br /> ASTM D 5084 <br /> ICooper Testing Lab, Inc. <br /> Job No 255-012f Boring Date 11/03/99 <br /> Client Advanced GeoEnv Sample B10-25 By DC <br /> Project West Clay Prop Depth <br /> Soil brown mottled gray CLAY w/sand <br />' Sample Pressures Max Hydraulic <br /> Cell 52 psi Bot Cap 48 psi Top Cap 46 psi Gradient 29 <br />' Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 96 <br /> 0 16867 Start of Test <br />' 237 16472 2 3 x 1 OE-7 <br /> 347 16277 2 5 x 1 OE-7 <br /> 1343 14237 3 3 x 1 OE-7 <br />' 0 16867 <br /> 1446 141 37 3 2 x 1 OE-7 <br /> 0 16867 <br /> 1216 14832 2 6 x 1 OE-7 <br /> 1553 14347 2 5 x 1 OE-7 <br />'. 1763 141 27 2 3 x 1 OE-7 <br />' I Average Permeability 3 x 10E-7 cm/sec } <br /> Sample Data Initial Final <br /> Height, in 231 220 <br />' Diameter, in 190 1 92 <br /> Area, in2 284 290 <br />' Volume in3 655 636 <br /> Total Volume, cc 10733 10428 <br /> Volume Solids, cc 6160 61 60 <br />' Volume Voids, cc 4573 4268 <br /> Void Ratio 074 069 <br /> Porosity, % 4261 4093 <br />' Saturation, % 8966 9605 <br /> Specific Gravity 275 275 <br />' Wet Weight, gm 2104 2104 <br /> Dry Weight, gm 1694 1694 <br /> Tare, gm 000 000 <br />' Moisture, % 242 242 <br /> Dry Density, pcf 985 101 4 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> 1 <br /> 1 <br />