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HYDRAULIC CONDUCTIVITY TEST REPORT <br /> SAMPLE DATA <br /> Sample ldentificatton GT-13-118 Sample Depth, ft 118 0' <br /> Visual Description NIA Sample Type Sample Liner <br /> Remarks <br /> TEST RESULTS <br /> Permeability,cm/sec 5 94E-05 Average Hydraulic Gradient 9 0 <br /> Effective Cell Pressure,psi 2 <br /> TEST SAMPLE DATA <br /> Before Test After Test <br /> Specimen Height,cm 508 Specimen Height,cm 5 00 <br /> Specimen Diameter,cm 485 Specimen Diameter,cm 4 85 <br /> Dry Unit Weight,pcf 103 8 Dry Unit Weight,pcf 107 7 <br /> Moisture Content,% 249 Moisture Content,% 23 1 <br /> Specific Gravity,Assumed 2 75 <br /> Percent Saturation 1047 <br /> I <br /> I <br /> Elapsed Time,seconds <br /> 0 �0 100 150 200 250 300 350 400 450 <br /> 0'— —.---� --- ------ __-- - -- _-----i--- -- --� <br /> I <br /> -- -� --I-- i - -- - 4 --- - - <br /> I I <br /> 0—A-aged RepM T..1R.S. <br /> ' --0--Complete Teu Run Ser�ea <br /> II f I I <br /> 4 � a <br /> I {f II I <br /> i <br /> 1 <br /> I � <br /> L IT7 <br /> I <br /> 0. <br /> 580E-05_r <br /> I I l <br /> l <br /> 70 ]5 B9 BS BO 95 100 1D5 110 115 tTd <br /> Hydraulic Gradient,em/cm <br /> - <br /> Test Method ASTM D5084 Method C <br /> PROJECT NUMBER 04-496 November-29,2004 <br /> Gillies Trucking <br /> SlERR� TES TlNCy Lf164RiLTOFtlES /NC <br /> 5040 Robert J Mathews Blvd EI Dorado Hills,CA 95762 <br /> Phone (916)939-3407 FAX (916)939 3507 <br />