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C Hydraulic Conductivity <br /> DR <br /> I - ASTM D 5084 <br /> Job No 255-023 Boring. IAS1-40 Date. 03/07/02 <br /> I <br /> Client* Adv GeoEnv Sample By. DC <br /> Project AES Depth` Remolded <br /> Visual Classification brown silty SAND <br /> ISample Pressures *B = 095 <br /> Cell 53 5 psi I Bot Cap 48 5 psi Top Cap. 48 5 psi Gradient. 6 <br /> Method C Falling Head / Rising Tailwater 1 0E-05 <br /> Date Minutes Head, (in) K,cmisec <br /> 9 0E-06 <br /> 311102 0 28 start of Test <br /> 26 249 9 60E-06 8 OE-06 <br /> 38 236 9 60E-06 Z-7 0E-06 <br /> 62 215 9 10E-06 .660E-06 -- --- <br /> 88 193 9 00E-06 E5 OE-06 <br /> 130 165 8 70E-06 as of-06 <br /> 0 28 sof-os <br /> 43 234 8 70E-06 o Senes� <br /> 2 0E-06 ®Senes2 <br /> 1 OE-06 <br /> 0 50 100 150 <br /> Time,min <br /> Average Permeability 9 E-06 cm/sec <br /> Sample Data initial Final <br /> Height, in 200 200 <br /> Diameter, in 1 91 1 91 <br /> Area, in2 287 288 <br /> Volume in3 573 577 <br /> Total Volume, cc 9390 9449 <br /> Volume Solids, cc 5403 5d 03 <br /> IVolume Voids, cc 3988 4046 <br /> Void Ratio 074 075 <br /> Porosity, % 4246 4282 <br /> Saturation, % 9078 10000 <br /> Specific Gravity 273 Assumed 273 <br /> Wet Weight, gm 1837 1881 <br /> Dry Weight, gm 1475 1475 <br /> Tare, gm 000 000 <br /> Moisture, % 2,45 275 <br /> Density, pcf 980 974 <br /> wy <br /> Note *B=Delta Pore Press/Delta Cell Press indication of saturation <br /> Remarks <br />