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' Hydraulic Conductivity <br /> ASTM D 5084 <br /> Cooper Testing Lab, Inc <br /> Job No 255-015a Boring MW-5 Date 07/21/00 <br /> Client Advanced GeoEnv Sample By DC <br /> ' Project Rainwater Depth 5` <br /> Soil brown silty SAND <br /> ' Sample Pressures Max Hydraulic a <br /> Cell 63 psi Bot Cap 58 psi Top Cap 58 psi Gradient 4 { <br /> ' Elapsed Time (min) Head, (cm) K, cm/sec *B = 0 95 <br /> 0 280 Start of Test <br /> 1 260 1 7 x IDE-4 <br /> ' 2 244 1 6x 10E-4 <br /> 3 231 1 5 x 10E-4 <br /> 4 220 1 4 x 10E-4 <br /> 5 207 1 4 x 10E-4 <br /> 6 197 1 3 x 10E-4 <br /> ' 7 187 1 3 x 10E-4 <br /> 8 179 1 3x 10E-4 <br /> { Average Permeability 1 x 10E-4 cm/sec <br /> Sample Data - _ Initial - Fina <br /> Height, in 2 50 slumped <br /> ' Diameter, in 1 92 <br /> Area, i n2 2 90 0 00 <br /> Volume in3 __ 7 24 — 0 00 — <br /> ' Total Volume, cc 118 61 0 00 <br /> Volume Solids, cc 6787 6787 <br /> Volume Voids, cc 5074 -6787 <br /> Void Ratio 075 100 <br /> Porosity, % 4278 ERR <br /> ' Saturation, % 1833 -4582 - --- -- <br /> Specific Gravity _ 268 268 <br /> Wet Weight, gm 1912 2130 <br /> Dry Weight, gm181 9 181 9 <br /> Tare, gm <br /> 0 00 000 <br /> Moisture, "/0 5 � � 171 <br /> _ _- - - - <br /> DryDensity, pc' _ _ � � _ � 95 7 -- -- �---- --- —ERR <br /> Remarks *B -'Pita Pore cress/Delta Cell Press (indication of saturation) <br /> 1 <br />