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CQPER ' � Hydraulic Conductivity <br /> ASTM D 5084 <br /> 3 <br /> Job No 255-023a Boring iAS1-25 Date 03/07/02 <br />' Client: Adv GeoEnv Sample By: DC <br /> Project. AES Depth' Remolded <br /> Visual Classification olive brown sandy CLAY <br /> Sample Pressures *B = 009 <br /> Cell 63 psi Bot Cap 59 psi Top Cap: 57 psi Gradient 33 <br /> Method C Falling Head 1 Rising Tailwater 1 0E-07 <br /> Date Minutes Head, (in) K,cm/sec <br /> sof-os <br /> 311102 0 9833 Start of Test <br /> 486 9763 2 90E-08 8 0E-08 <br /> 312102 1532 9673 2 40E-08 Z7 0E-08 <br /> 0 9833 M6 0E-08 <br /> 3/3102 2068 9663 1 60E-08 �5 0E-08 <br /> 0 16867 a-4 0E-08 <br /> 314/02 462 16767 2 80E-08 s of 0s <br /> 0 16867 <br /> 315102 1362 16627 2 30E-08 2 of-08 <br /> 1 0E-08 � <br /> 316102 2796 16387 2 40E-08 0 500 1000 9500 2000 2500 3000 <br /> Time, min <br /> t I -- I <br /> Average Permeability 2 E-08 cm/sec <br /> Sample Data, Initial f=inal <br /> Height, in 200 203 <br /> Diameter, in 193 1 93 <br /> Area, in2 293 294 <br /> Volume in3 585 598 <br /> Total Volume, cc 9588 9792 <br /> Volume Solids, cc 5793 5793 <br /> Volume Voids, cc 3795 3999 <br /> Void Ratio 066 069 <br /> Porosity, % 39 58 4084 <br /> Saturation, % 9775 9928 <br /> Specific Gravity 275 Assumed 275 <br /> Wet Weight, gm 1964 1990 <br /> Dry Weight, gm 1593 1593 <br /> Tare, gm 000 000 <br /> oisture, % 233 <br /> 24 9 <br /> ry Density, pcf 1037 101 5 <br /> Note *B=Delta Pore Press/Delta Cell Press indication of saturation <br /> Remarks <br />