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JUN 13 2001 10 30AM No e32 P 4110 <br /> Hydraulic Conduct9vi <br /> ASTM D 5084 �� IO <br /> R <br /> Cooper Testing Lab, [no. <br /> Date 08/12/01 <br /> Job No, 258-006e Boring' MW-10 <br /> Client. Geological Tech Sample' By. DC <br /> project. 507.2 Depth, 30' <br /> Soil. see Steve <br /> Sample PressureMax, Hydraulic <br /> s; <br /> Cell. 5454 pal Cap; 49.5 psi Top Cap 46 5 psi Gradient, 15 <br /> Elapsed Time (min) Head, (cm) K, cm/sec }B; = 0 98 <br /> 0 98,83 Start of Test <br /> 54 9633 9.3 x 1 QE-7 <br /> 177 9253 8,5 x 10E-7 <br /> 330 8773 8.5 x 10E-7 <br /> 473 83.73 6 0 x 1 DE-7 <br /> ' 529 7958 7.7 x 1 QE-7 <br /> 0 98,33 <br /> ' 999 <br /> 6923 8,8 x 1 OE-7 <br /> Average Permeability, 9 x 10E-7 cm/sec <br /> Sam le Data. Initial 53 <br /> 2. <br /> Height, in 250 2.5 <br /> Diameter, in 1 ,90 1 ,92 <br /> Area, int 2.84 2.90 <br /> Volume in3 709 7 33 <br /> 1 Total Volume, cc 116.15 124.04 <br /> Volume Salads, Cc 64,54 546 <br /> Volume Voids, cc 5162 55 500 <br /> Void Ratio 080 D 86 <br /> Porosity, % 44.44 46 24 <br /> Saturation, % 98.22 104 DQ <br /> ' Specific Gravity 280 Assumed 280231 <br /> 231 4 236<2 <br /> Wet Weight, gm <br /> Dry Weight, gm 180 7 160.7 <br /> 1a 4D 000 <br /> Mare, grn 307 <br /> Moisture, % 28'1 93 9 <br /> ' pry pensity, pcf 87,1 <br /> Remarks, *B=Delta fore Press/Delta Ce11 Press (indication of saturation) <br /> i <br /> 1 <br /> 1 <br />