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Hydraulic Conductivity <br /> CC ]PER Y ASTM D 5084 <br />' Method C Falling Head Rising Tailwater ' <br /> Job No 255-033E Boring: MW-2 Date. 08/27/03 <br />' Client: Advanced Geoenvironmental Sample: By. PJ <br /> Project- Ernies General Store Depth' 75' Remolded <br /> Visual Classification- Brown Silty SAND slightly plastic) near Sandy SILT <br /> Max Sample Pressures, psi. B. = >c 95 "B"is an indication of saturation <br /> Coll Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 26 <br /> 435 39 38 5 18E-W <br /> Date Minutes Head, (in) K,cm/sec ,BE-O <br /> 8/25/2003 000 5169 Start of Test <br /> 8/25/2003 300 4999 1 6E-05 14E 65 <br /> 8/25/2003 2100 4179 1 4E-05 '-M-M <br /> 8/25/2003 31 00 4149 1 0E-05 0 '°E <br /> 8/25/2003 3600 4029 9 8E-06 E s � <br /> 8/25/2003 4300 3849 9 8E-06 am a ce <br /> 8/25/2003 20300 1409 9 4E-06 aE <br /> 8/26/2003 600 4969 9 4E-06 <br /> 8/26/2003 400 4999 1 2E-05 2 OE-06 <br /> 0 0E+45 <br /> 00 500 1000 1500 2000 2500 <br /> Time,min <br /> s ` Ia .,cv <br /> " s =7 , _ ,EAverage Permeability. 1.E-05 cmisec <br /> Sample Data. Initial Final <br /> Height, in 200 199 <br /> Diameter, in 1 90 1 91 <br /> Area, int 285 288 <br /> Volume in3 569 573 <br /> Total Volume, cc 9332 9383 <br /> Volume Solids, cc 5500 5500 <br /> Volume Voids, cc 3832 3883 <br /> Void Ratio 070 071 <br /> Porosity, % 41 1 414 <br /> Saturation, % 973 997 <br /> Specific Gravity 278 278 <br /> Wet Weight, gm 1902 1916 <br /> Dry Weight, gm 1529 1529 <br /> Tare, 9m 000 000 <br /> Moisture, % 244 253 <br /> Dry Density, pcf 1022 101 7 <br /> Remarks <br /> fl <br /> f � <br />