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Hydraulic Conductivity <br /> C®PER ASTM D 5084 - <br /> iMethod C Falling Head Rising Tailwater <br /> Job No 255-0338 Boring: MW-1 Date- 08/27/03 <br />' Client: Advanced Geoenvironmental Sample By P,1 <br /> Project Ernies General Store Depth' 60' Remolded <br /> Visual Classification- Yellow Brown Silty SAND <br /> Max Sample Pressures, psi B = a0 95 'B"is an indication of saturation <br /> Cell Bottom Top Avg Sigma 3 Max Hydraulic Gradient. = 19 <br /> 735 69 68 5 5 OE-04 <br /> Date Minutes Head, (in) K,cm/sec 4 5E-04 <br /> 8/21/2003 000 9833 Start of Test <br /> 8/21/2003 025 9293 4 4E-04 4 0�0a <br /> 8/21/2003 050 8933 3 7E-04 3 5E-04 <br /> 8/21/2003 075 8433 4 0E-04 m 3 OE-04 <br /> 8/21/2003 1 17 7833 3 8E-04 2 5E-04 <br /> 8/21/2003 025 9433 3 2E-04 2 OE-04 <br /> 8/21/2003 050 9093 3 1 E-04 1 5E-04 <br /> I8/21/2003 075 8793 2 9E-04 1 OE-04 <br /> 8/21/2003 100 8533 2 8E-04 <br /> 8/21/2003 025 9393 3 6E-04 5 or=-o5 <br /> 8/21/2003 050 8993 3 5E-04 00 05 10 15 <br /> $121/2003 1 00 84 53 3 0E-04 Time,min <br /> ' ' <br /> v 'E3 • 4 s 1 3 xII L { ;7 3E-04 " cAverage Permeability. ' <br /> ] ^ <br /> Sample Data. Initial Final <br /> Height, in 200 200 <br /> E Diameter, in 1.90 1 90 <br /> Area, int 284 284 <br /> Volume in3 567 567 <br /> Total Volume, cc 9292 9292 <br /> Volume Solids, cc 5029 5029 <br /> Volume Voids, cc 4263 4263 <br /> IVoid Ratio 085 085 <br /> Porosity, % 459 459 <br /> Saturation, % 441 912 <br /> Specific Gravity 2.73 273 <br /> Wet Weight, gm 1561 1762 <br /> Dry Weight, gm 1373 1373 <br /> Tare, gm 000 000 <br /> Moisture, % 137 283 <br /> Dry Density, pcf 922 922 <br /> Remarks <br /> WE— _ I I <br />