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Hydraulic Conductivity <br /> ASTM D 5084 <br /> Cooper Testing Labs, Inc. <br /> - F <br /> Job No: 255-021 a Sample: S13-1 Date: 10/24/01 <br /> Client: Advanced GeoEnv Depth,ft: 10 By: DC <br /> Project: Weston Ranch Soil: olive brown clayey SAND <br /> Remolded To: <br /> Sample Pressures:; Max Hydra <br /> A <br /> u is . <br /> Cell: 43.5 psi Bot: Cap 39 psi Top:Cap -� 38 psi Gradient 25 <br /> Method C: Falling Head lRising Tatlwafer r' <br /> k, <br /> Date /,Elapsed Min fHead, in " K,cm/secB. - 1 <br /> 10/18/01 0 51.69 Start of Test <br /> 104 51.29 1.20E-07 <br /> 165 50.89 1.50E-07 <br /> 251 50.59 1.40E-07 <br /> 549 49.54 1.30E-07 <br /> 10/19/01 728 49.09 1.00E-07 <br /> 0 51.69 <br /> 319 50.49 1.10E-07 <br /> :,. . :, f.... :.. ,'Average Permeability: 1 E-7 cm/sec . <br /> Sample Data Initial Final <br /> Height, m 2.00 1.98 <br /> Diameter, JW:' " 1.92 1.93 <br /> Area,; 2.89 2.91 <br /> Volume %r1i3 5.79 5.77 <br /> Total'Volume;cc 94.89 94.48 <br /> Volume Solids; cc 68.62 68.62 <br /> Volume Uoids .cc 26.27 25.86 <br /> Voad Ratio 0.38 0.38 <br /> Poros�tyY%, 27.68 27.37 <br /> SMur-mion, °10. 70.81 98.60 <br /> Specfc Gravi : r 2.68 2.68 <br /> Wet:1Ne>igh , gm 202.5 209.4 <br /> Dry Weight, gm 183.9 183.9 <br /> Tares-gm 0.00 0.00 <br /> Moisture, %0 10.1 13.9 <br /> D . '9ensit` s pc' 120.9 121.5 <br /> Remarks: *B=Delta Pore Press/Delta Cell Press (indication of saturation). <br />