Laserfiche WebLink
Hydraulic Conductivity <br /> ASTM D 5084 << <br /> Cooper Testing Lab, Inc <br /> Job No 255-016e Boring Date 12/26/00 <br /> Client Advanced GeoEnv Sample MW-5 By DC <br /> Project Pacific Pride Depth 25' <br /> Soil gray brown clayey SAND <br /> Sample Pressures Max Hydraulic <br /> Cell 43 psi Bot Cap 38 5 psi Top Cap 37 5 psi Gradient 15 <br /> Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 95 <br /> 0 9833 Start of Test <br /> 8 8493 4 9 x 10E-5 <br /> 13 7833 4 7 x 10E-5 <br /> 19 7053 4 7 x 10E-5 <br /> ' 33 5423 4 9 x 10E-5 <br /> 0 9833 <br /> 6 8893 4 9 x 10E-5 <br /> ' 14 7723 5 0 x 10E-5 <br /> h _Average Permeability 5 x 10E-5 cm/sec <br /> i Sample Data Initial Final <br /> Height, in 250 249 <br /> Diameter, in 1 91 1 91 <br /> Area, int 287 286 <br /> Volume cn3 716 712 <br /> Total Volume, cc 11738 11668 <br /> Volume Solids, cc 7963 7963 <br /> Volume Voids, cc 3775 3706 <br /> ' Void Ratio 047 047 <br /> Porosity, % 3216 31 76 <br /> Saturation, % 8370 9904 <br /> Specific Gravity 269 269 <br /> Wet Weight, gm 2458 2509 <br /> Dry Weight, gm 214 2 2142 <br /> Tare, gm 000 000 <br /> Moisture, % 148 171 <br /> Dry Density, pcf 1139 1145 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br />