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1 <br /> f <br /> �- Hydraulic Conductivity <br /> C®PER ASTM D 5084 - - <br /> Method C Failing Head Rising Tailwater <br /> r <br /> Job No: 255-033A Boring: MW-1 Date 08/27/03 <br />' Client- Advanced Geoenvironmental Sample By- PJ <br /> Project: Ernies General Store Depth' 25' Remolded: <br /> Visual Classification: Brown Silty CLAY w/ Sand <br /> Max Sample Pressures, psi• 8 = >0 95 "B-is an indication of saturation <br /> Ceii Bottom Top Avg Sigma 3 Max Hydraulic Gradient: 19 <br /> 735 69 68 5 2 OE-05 <br /> Date Minutes Head, (in) K,cm/sec 1 8E-05 <br /> 8/21/2003 000 9833 Start of Test 1 6E-05 <br /> I8/21/2003 300 9583 1 7E-05 1 4E-05 <br /> 8/21/2003 1200 8873 1 7E-05 Z' 1 2E-05 <br /> 8/21/2003 5000 6524 1 6E-05 m t 0E-05 <br /> 8/21/2003 1600 8673 1 5E-05 s of-06 <br /> 8/21/2003 4200 7083 1 5E-05 a <br /> 8/21/2003 3300 7763 1 4E-05 6 OE-06 <br /> 8/22/2003 1100 8983 1 6E-05 4 OE-06 <br /> 2 OE-0s <br /> 0 OE+00 <br /> 00 100 200 300 400 500 600 <br /> Time,min <br /> Average Permeability 2 E-05 cm/sec <br /> Sample Data. Initial Final <br /> Height, in 200 202 <br /> IDiameter, in 1 90 1 92 <br /> Area, in2 284. 289 <br /> Volume in3 568 583 <br /> Total Volume, cc 9312 9554 <br /> Volume Solids, cc 5333 5333 <br /> Volume Voids, cc 3979 4221 <br /> Void Ratio 075 079 <br /> Porosity, % 427 442 <br /> Saturation, % 802 1000 <br /> Specific Gravity 276 276 <br /> Wet Weight, gm 1791 1894 <br /> Dry Weight, gm 1472 1472 <br /> Tare, gm 000 000 <br /> Moisture, % 21 7 287 <br /> Dry Density, pef 986 961 <br /> Remarks <br />