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i <br /> Hydraulic Conductivity <br /> t,v ASTM D 5084 <br /> Cooper Testing Lab, Inc. <br /> Job No 255-014c Boring MW2-20 Date 06/19/00 <br /> Client GeoEnvironmental Sample By DC <br /> Project Pacific Pride Depth <br /> Soil gray mottled orange brown SILTY CLAY w/sand <br /> Sample Pressures Max Hydraulic <br /> Cell 42 psi Bot Cap 37 5 psi Top Cap 36 5 psi Gradient 27 <br />' Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 98 <br /> 0 16867 Start of Test <br /> 33 - 16627 r 91 x 1015-7 <br /> 235 15397 9 2 x 10E-7 <br /> 493 14067 8 5 x 1015-7 <br /> 0 16867 <br /> 247 15482 7 7 x 10E-7 <br /> 0 16867 <br /> 687 13277 8 0 x 10E-7 <br /> 798 12787 8 0 x 10E-7 <br /> Average Permeability 8 x 10E-7 cm/sec <br /> Sample Data Initial Final <br /> Height, in 250 251 <br /> IDiameter, in 1 93 193 <br /> Area, int 293 293 <br /> Volume in3 731 734 <br /> Total Volume, cc 11985 12033 <br /> Volume Solids, cc 61 54 6154 <br /> Volume Voids, cc 5831 5879 <br /> Void Ratio 095 096 <br /> Porosity, % 4865 4885 <br /> ISaturation, % 9656 9917 <br /> Specific Gravity 272 272 <br /> Wet Weight, gm 2237 2257 <br /> Dry Weight, gm 1674 1674 <br /> Tare, gm 000 000 <br /> Moisture, % 336 348 <br /> Dry Density, pcf 872 868 <br /> Remarks *B=Delta Pore Press/Delta Cell Press (indication of saturation) <br /> I <br />