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Hydraulic Conductivity <br /> ASTM D 5084 <br /> Cooper Testing Labs, Inc. <br /> Job No: 255-021 Sample: SB-1 Date: 10/24/01 <br /> Client: Advanced GeoEnv. Depth,ft: 5 By: DC <br /> Project: Weston Ranch Soil: brown clayey SAND <br /> Remolded To: <br /> Sample Pressures: Hydraulic <br /> .. _ <br /> Cell: 43.5 psi Bot °Cap 39 psi Top Cap 38 psi Gradient: 25 <br /> Method C:fFalling Head4 Rising Tadwate ; <br /> Date l_Elapsed'Min Head, m }r. K,cmisecj: `*B. 0.95 <br /> 10/18/2001 0 51.69 Start of Test <br /> 104 50.89 2.40E-07 <br /> 165 50.39 2.50E-07 <br /> 251 49.84 2.30E-07 <br /> 545 48.24 1.90E-07 <br /> 723 47.54 1.70E-07 <br /> 10/19/2001 1434 45.09 1.50E-07 <br /> 1826 43.89 1.40E-07 <br /> 0 51.69 <br /> 315 50.04 1.50E-07 <br /> ..::;Average Permeability: 2E-7 cm/sec <br /> SampleData °r Initial Finai <br /> 4e11ig- ht, ,p <br /> l'i,im, 77 2.02 2.08 <br /> �Diaineter, in 1.92 1.96 <br /> Area,`-. 2.89 3.02 <br /> Volu.rrie ir3 5.83 6.28 <br /> Total Volume, cc� 95.60 102.84 <br /> Volume Salyds, cc 68.97 68.97 <br /> Volume"Voids, cd 26.63 33.87 <br /> Void Ratio 0.39 0.49 <br /> Palros�ty, %a 27.86 32.94 <br /> r,. <br /> Saturation;;% _: 77.36 99.78 <br /> Specific„Grav�t 2.71 2.71 <br /> Wet,We�ght, gm. 207.5 220.7 <br /> Dry Weight; gm; 186.9 186.9 <br /> Tare; gm-'- 0.00 0.00 <br /> n <br /> Moisture, % ¢<$. > 11.0 18.1 <br /> Dr = 0 nsit , ` cf, 122.0 113.4 <br /> Remarks: *B=Delta Pore Press/Delta Cell Press (indication of saturation). <br />