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' Hydraulic Conductivity <br /> • . '; '°A v ASTM D 5084 'r hf, <br /> Cooper Testing Lab, Inc <br /> Job No 255-014b Boring MW2-35 Date 06/19/00 <br />' Client Advanced GeoEnv Sample By DC <br /> Project Pacific Pride Depth <br /> Soil orange brown clayey SAND <br /> Sample Pressures Max Hydraulic <br /> Cell 52 5 p[si Bot Cap 48 psi Top Cap 47 psi Gradient 15 <br /> Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 95 <br /> 0 9833 Start of Test <br /> 668 5093 21 x 10E-6 <br /> 0 9833 <br /> 29 9483 2 7 x 10E-6 <br /> 232 7758 2 4 x 10E-6 <br /> 491 6093 2 3 x 10E-6 <br /> 0 9833 <br /> 245 7648 2 3 x 10E-6 <br /> lie <br /> Average Permeability 2 x 10E-6 cm/sec , <br /> Sample Data Initial Final <br /> Height, in 251 251 <br /> IDiameter, in 192 193 <br /> Area, int 290 293 <br /> Volume in3 727 734 <br /> Total Volume, cc 11909 12033 <br /> Volume Solids, cc 6770 6770 <br /> Volume Voids, cc 51 39 5263 <br /> Void Ratio 076 078 <br /> Porosity, % 4315 4374 <br /> Saturation, % 9379 9804 <br /> Specific Gravity 278 278 <br /> Wet Weight, gm 2364 2398 <br /> Dry Weight, gm 1882 1882 <br /> Tare, gm 000 000 <br /> I Moisture, % 256 274 <br /> Dry Density, pcf 986 976 <br /> I Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> i <br />