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HYDRAULIC CONDUCTIVITY TEST REPORT <br /> SAMPLE DATA <br /> Sample Identification GT-13-925 Sample Depth,ft 92 5 <br /> Visual Description N/A Sample Type Sample Liner <br /> Remarks <br /> TEST RESULTS <br /> Permeability,cm/sec 3 69E-04 Average Hydraulic Gradient 5 5 <br /> Effective Cell Pressure,psi 2 <br /> TEST SAMPLE DA'I A <br /> Before fest After Test <br /> Specimen Height,em 5 08 Specimen Height,cm 4 83 <br /> Specimen Diameter,cm 4 83 Specimen Diameter,cm 4 83 <br /> Dry Unit Weight,pcf 94 0 Dry Unit Weight,pcf 99 2 <br /> Moisture Content,% 27 1 Moisture Content,% 28 8 <br /> Specific Gravity,Assumed 2 75 <br /> Percent Saturation 90 0 <br /> Elapsed 7 ime,seconds <br /> s0 110 1s0 210 260 310 360 410 460 510 <br /> I <br /> 1_ <br /> V <br /> 6i 10- _ 1 <br /> 7 I r <br /> O 12, I _ + r ♦ A,.rag,d Repan Val— <br /> 7 ! —4—Compel.Test Run S.-, <br /> C 11 <br /> 1a-20 <br /> - -- — <br /> �— —— <br /> i <br /> — <br /> m <br /> w <br /> E <br /> 7 70E w <br /> — 365Ea <br /> � I <br /> V <br /> v0 30 so 7o 90 110 <br /> Hydraulic Gradient,em/cm <br /> Test Method ASTM D5084 Method C <br /> PROJECT NUMBER. 04-496 November 29,2004 <br /> _ Gillies Trucking <br /> SIEF7R/l TESTING t<iBOR/iT4RlE'S !NC <br /> 5040 Robert J Mathews Blvd EI Dorado Hills,CA 95762 <br /> Phone (916)939-3407 FAX {916}939-3507 <br />