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Failing Plead Permeability <br /> 4 ASTM D 5084 <br /> Cooper Testing Lab, Bno. <br /> Job No 109-171f Boring Date 07/17/98 <br /> Client Geological Tech Sample MW-202 By DC <br /> Project 425-2 Depth. 80 5' <br /> Soil gray brown silty SAND wr/gravel, dense (SM-SW) <br /> Sample Pressures Max Hydraulic <br /> Cell 40 psi Bot Cap 36 psi Top Cap 35 psi Gradient 19 <br /> Elapsed Time (min) Head, (cm) Permeability cm/sec <br /> 0 9833 Start of Test <br /> 1 9293 1 0 x 10E-4 <br /> 2 8753 1 0 x 10E-4 <br /> 3 8253 1 0 x 10E-4 <br /> 4 7793 1 0 x 10E-4 <br /> 5 7333 1 0 x 10E-4 <br /> Average Permeability 1 x 10E-4 cm/sec <br /> Sample Data I nitial Final <br /> Height, in 200 201 <br /> Diameter, in 193 192 <br /> Area, m2 293 288 <br /> Volume, m3 585 579 } <br /> Total Volume, cc 9588 9487 <br /> Vol of Solids, cc 7155 71 55 <br /> Vol of Voids, cc 2433 2332 <br /> Void Ratio 034 033 <br /> Porosity, % 2538 2458 <br /> Saturation, % 8384 9949 <br /> Sp Gravity 271 271 <br /> Wet Weight, gm 2143 2171 <br /> Dry Weight, gm. 1939 1939 <br /> Tare, gm 000 000 <br /> Moisture, % 105 120 <br /> Dry Density, pcf 1262 1275 <br /> Remarks <br />