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ent By McCampbell Analytical, Inc 1 925 798 4612, Apr-23-01 9 39AM, Page 4/4 <br /> NO 228 P �3i3 <br /> i Hydraulic Conductive <br /> i ASTM D 5484 <br /> Cooper Testing Lab, Inc. <br /> Jab No,,, 385-003 Boring MW-3 Date, 04/03/01 <br /> Client McCampbell Sample, Vertical By, DC <br /> Project 24738 Dept <br /> Soil brown silty SANDradln to SAND w/silt & gravel <br /> Sample Pressures; Max. Hy raulic <br /> Cell. 53.5 psi Bat Cap' 49 psi Top Cap- 48 psi Gradient. 15 <br /> ,Elapsed Time (min) Head, fnrnl K, cm/sec *B. = 0.99 <br /> 0 98.33 Start of Test <br /> 3 7953 1 1 x 10E-4 <br /> 4 73.33 1.2 x 10E-4 l <br /> 5 68 03 1 2 x 10E-4 <br /> 6 6303 1 2 x /0E-4 <br /> 0 98 33 <br /> 3 78.83 12 x 10E-4 <br /> f <br /> Average Permeability, 1 x 1cm/sec <br /> r <br /> Sample-Data. Initial Final <br /> Height, in 250 247 l <br /> Diameter, in 2.42 240 i <br /> Area, ln2 460 4,52 <br /> Volume in3 11.50 1117 <br /> Total Volume, cc 18843 18311 <br /> Volume Solids, cc 10964 10964 <br /> Volume Voids, cc 78.79 7347 <br /> Void Ratio 072 067 <br /> Porosity, % 4181 40,12 <br /> Saturation, % 9773 9828 <br /> Specific Gravity 280 Assumed 2,80 <br /> Wet Weight, gm 384,0 379.2 <br /> Dry Weight, gm 307.0 3070 <br /> Tare, gm 000 000 <br /> Moisture, % 251 23.5 <br /> Dry Density, pcf 101 7 104,6 <br /> Remarks- *6=Delta Pare Press/pelta Cell Press (indication of saturation). <br />