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77 <br /> Hydraulic Conductivity <br /> CPER <br /> � � ASTM D 5084 <br /> 03/07/02 <br /> ,fob No 255-023a Boring IAS1-25 Date <br /> By DC <br /> Client Adv GeoEnv Sample Remolded <br /> Project, AES Depth' <br /> Visual Classification olive brown sandy CLAY *g _ 099 <br /> Sample Pressures 33 <br /> Cell 63 psi Bot Cap 59 PSI Top Cap 57 psi Gradient <br /> Method C Falling Head 1 Rising Tailwater 1 0E-07 <br /> Date //Minutes l-lead, (gin) K,cmIsec <br /> 9 0E-08 j <br /> 311102 0 98 33 start of Test $oS_os E I <br /> 486 9 7 63 2 90E-08 <br /> ,.�flE-o3 <br /> I <br /> 312102 1532 9673 2 40E-08 i <br /> 0 98 33 -E6 o -os i ; <br /> 313102 2068 <br /> 9663 1 60E-08 E5 of-08 <br /> 0 168 67 0.4 aE-08 <br /> 314/02 462 16767 2 8OE-08 3 0E-08 <br /> 0 168 67 z of-oa i <br /> 315102 1362 166 27 2 30E-08 2 0E-08 <br /> 0 16/02 2-1796 163 3+� 2 40E-08 0 500 1000 1500 2000 2500 3x00 <br /> Time, rein <br /> Average Permeability 2 E-08 cm/sec <br /> Initial Final <br /> Sample Data 203 <br /> Height, in 200 <br /> 1 93 1 93 <br /> Diameter, in 294 <br /> Area, int 293 <br /> 5 85 598 <br /> Volume in3 9792 <br /> Total Volume, cc 958815/ <br /> 5 88 : <br /> � 57 93 <br /> Volume Solids, cc `'7 93 3999 <br /> 3795 <br /> 0 <br /> Volume Voids, cc <br /> 0 666 <br /> 069 <br /> Void Ratio 4084 <br /> Porosity, i4 39 58 <br /> 97 75 9928 <br /> Saturation, % 2 75 <br /> Specific gravity 2 75 Assumed <br /> 1964 1990 <br /> Wet Weight, gm 159 3 1593 <br /> Dry Weight, gm 000 <br /> Tare, gm 0 00 <br /> 249 <br /> -- isru re, A 2J 3 1015 <br /> Density, Pcf 1037 <br /> Note *B=Delta Pore Press/Delta Ceil Press (indication of saturation) <br /> Remarks <br />