Laserfiche WebLink
l <br /> Hydraulic Conductivity <br /> ietv.:{' x: ASTM D 5084 <br /> Cooper Testing Lab, Inc. <br />' .lob No: 255-019b Sample: EW1-35 Date: 07/05/01 <br /> Client- Advanced GeoEnv Depth,ft• By: DC <br /> Project- P-L Bus Mngmnt Soil: gray CLAY <br /> Remolded To, <br />' Sample Pressures: Max. Hydraulic <br /> Cell: 63 5 psi Bot Cap: 59 psi Top Cap: 58 psi Gradient. 15 <br /> Method C Failing Head J Rising Tailwater <br />' Date / Elapsed Min Head, (cm) K, cm/se *B 0 97 <br /> 6/27/01 - 0 9830 Start of Test <br /> 207 9728 1 2 x 10E-7 <br />' 397 9633 1 2 x 10E-7 <br /> 6/28/01 891 9453 1 0 x 10E-7 <br />' 1027 9413 1 0 x 1 CE-7 <br /> 1066 9393 1 0 x 10E-7 <br /> 1 <br /> 1 <br /> i <br /> v`31 A'`,Average Permeability: 1 x 10E-7 cm <br /> Sample Data- Initial Final <br /> Height, in 250 251 <br /> Diameter, in 1 93 1 92 <br /> Area, int 293 291 <br /> Volume in3 731 730 <br /> ' Total Volume, cc 11985 11958 <br /> Volume Solids, cc 6296 6296 <br /> Volume Voids, cc 5689 5662 <br /> Vold Ratio 090 090 <br /> Porosity, % 4746 4735 <br /> Saturation, % 9580 9979 <br /> Specific Gravity 280 Assumed 280 <br /> Wet Weight, gm 2308 2328 <br /> ' Dry Weight, gm 1763 1763 <br /> Tare, gm 000 000 <br /> Moisture, % 309 32,0 <br /> to Dry Density, pcf 918 920 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> 1 <br />