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i <br /> Hydraulic Conductivity <br /> ASTM D 5084 <br /> Method C Failing Head Rising Tailwaterrr, <br /> Ix�lK <br /> Job No 255-038b Boring MW2 Date 04/16/04 <br /> Client Advanced GeoEnvironmental Sample By MD/PJ <br /> Project: Quick N Save #2 Depth' 300 Remolded <br /> Visual Classification Gray CLAY <br /> Max Sample Pressures, psi B = >095 "W is an indication of saturation <br /> Cel! Bottom Top Avg Sigma 3 Max Hydraulic Gradient = 26 <br /> 735 695 675 5 1 0E-07 <br /> Date Minutes Head, (in) K,cmisec 9 OE 08 <br /> 4/9/2004 000 7908 Start of Test <br /> 8 0E-08 <br /> 4/9/2004 45800 7838 3 9E-08 <br /> 4/10/2004 1611 00 7708 3 7E-08 of oa <br /> 4/11/2004 3181 00 7548 3 3E-0810 <br /> 6 of-08 <br /> 4/12/2004 408300 7448 3 4E-08 5 of-o8 <br /> 4/12/2004 485500 7386 2 9E-08 4 0E-08 <br /> 4/13/2004 22500 7898 5 3E-08 3 0E-08 <br /> 4/13/2004 71800 7863 3 1 E-08 2 of-08 <br /> 4/1412004 137500 7808 3 0E-08 f <br /> 1 OE-08 <br /> 00 1000 0 2000 0 3000 0 4000 0 50000 60000 <br /> Time, mm <br /> Average Permeability 3 E-08 cm/sec <br /> Sample Data- Initial Final <br /> Height, in 300 307 <br /> Diameter, in 1 92 1 96 <br /> Area, in2 291 300 <br /> Volume in3 872 922 <br /> Total Volume, cc 1429 151 0 <br /> Volume Solids, cc 834 834 <br /> Volume Voids, cc 596 677 <br /> Void Ratio 07 08 <br /> Porosity, % 41 7 448 <br /> Saturation, % 992 998 <br /> Specific Gravity 271 271 <br /> Wet Weight, gm 2850 2934 <br /> Dry Weight, gm 2259 2259 <br /> Tare, gm 000 000 <br /> Moisture, % 262 299 <br /> Dry Density, pcf 986 933 <br /> Remarks <br /> I <br /> I <br />