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ent 9y McCampbell Analytical, Inc 1 925 798 4612, Apr-23-41 9 38AM, Page 3/4 <br /> NO 1.213 P 2/3 <br /> Hydraulic Conductivity <br /> KOM ASTM 0 5494 XMIM <br /> Cooper Testing Lab, Inc. <br /> Job No: 385-003a Boring, MW-3 Date. 04/11101 <br /> 1 Client McCarripbell Sample 61535 By DC <br /> Project 24338 Depth- 62-82,5' <br /> Soil, brown silty SAND Henzontal <br /> 1 Sample Pressures, Max ydrautic <br /> Cell 43.5 psi Bat. Cap. _38 5 psl Top Cap, 38.5 psi Gradient. 7 <br /> Eiapsed Time (min) Head, (cmK, cm/sec *6' = 0 s8 <br /> 0 28,0 Start of Test <br /> 2 228 1.7 x 10E-4 <br />' 8 15.2 1 3 x 10E-4 <br /> 35 50 8 1 x 10E-5 <br /> 0 28 0 <br />' 3 <br /> 202 1 8 x 10E_q <br /> 6 163 1 5 x 10E-4 <br /> I <br /> Average PermeaCm/sec <br /> ISample Data,' initial Final Height, in 150 1.30 <br /> Diameter, in 1.63 194 <br /> Area, M2 263 294 <br />' Volume in3 395 382 <br /> Totai Volume, cc 6465 6265 <br /> Voturrie Solids, cc 35,63 35.63 <br />' Volume voids. CC 2902 27.02 <br /> Void Ratio 061 0.75 <br /> Porosity, % 4489 43.13 <br />' <br /> Saturation, % 97.51 9957 <br /> .Specific Gravity 2,70 Assumed 2.70 <br /> Wet Weight, gm 124.5 123.1 <br />' Dry Weight, gm 962 9612 <br /> Tare, gm <br /> 000 0.00 <br /> Moisture, % 29.4 280 <br />' Dry Densrty, cif 926 95.8 <br /> Remarks *13=Delta Pore Press/Delta Cell Press (indication of saturation), <br /> r <br />