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JUN 13 2001 10 31AM NO 832 P 8/10 <br /> Hydraulic Conductivity <br /> ASTM D 5084 K, 'J' <br /> Cooper Testing Lala, Inc. <br /> _ <br /> Jab No; 258-006C Baring, W-7 Date. 06/12/01 M <br /> Client; Geological Tech Sample By, DC <br /> Project 5072 Depth 20' <br /> Soil. see Sieve <br /> ' Sample Pressures. Max Hydraulic <br /> Cell 425 psi Bot Cap 38Psi .—Top Cap 37 psi Gradient, e <br /> Elapsed Time (min) Head, (cm) K, cm/sec B. = 4 99 <br /> 0 5169 Start of Test <br /> 326 5059 1 3 x 10E-7 <br /> ' 623 49,49 1 2 x 10)`-7 <br /> 1618 4639 1 3 x 10E-7 <br /> 3133 4209 1 3x 10E-7 <br /> z Average Permeability, 1 x 15E-7 cmisec RESM <br /> Sample Data Initial Final <br /> Height, in 250 247 <br /> Diameter, in 1 90 1,89 <br /> ' Area, int 2,84 281 <br /> Volume in3 709 6.93 <br /> Total Volume, cc 116,15 11356 <br /> Volume Solids, cc 6461 6464 <br /> Volume Voids, cc 51 .55 4892 <br /> ' Void Ratio 080 0.76 <br /> Porosity, % 44,38 4308 <br /> Saturation, % 9874 9959 <br /> Specific Gravit 280 Assumed 2.80 <br /> Wet Weight, gm 281 ,8 2297 <br /> Dry Weight, gm 16019 181 0 <br /> ' <br /> Tare, gm 0100 000 <br /> Moisture, % 281 26.9 <br /> Dry Dense cf 97.2 995 <br /> ' Remarks' *B=De'lta Pare Press/Delta Cell Press (indication of saturation) <br /> 1 <br />