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' HYDRAULIC CONDUCTIVITY TEST REPORT <br /> SAMPLE DATA <br /> ' Sample Identification: BSS-d-20' Sample Depth,ft.: 20.0' <br /> Visual Description: N/A Sample Type: Sample Liner <br /> Remarks: <br /> ' TEST RESULTS <br /> Permeability,cm/sec.: 1.07E-07 Average Hydraulic Gradient: 10.9 <br /> Effective Cell Pressure,psi: 2 <br /> TEST SAMPLE DATA <br /> Before Test After t <br /> ' Specimen Height,cm: 5.23 Specimen Height,cm: 5.08 <br /> Specimen Diameter,cm: 4.06 Specimen Diameter,em:4.06 <br /> Dry Unit Weight,pcf: 115.3 Dry Unit Weight,pof 122.6 <br /> ' Moisture Content,% 22.0 Moisture Content,% 15.2 <br /> Specific Gravity,Assumed <br /> Percent Saturation: <br /> ' Elapsed Time,seconds <br /> 0 +mmo moose m0000 .Doom s00000 mmm <br /> 0 <br /> 1 <br /> rS J <br /> J <br /> ' . .. • sv.q.e n,gonvw. <br /> a <br /> ' 6 <br /> 6 <br /> 1 Y <br /> E <br /> u <br /> d <br /> ' .Iq 10 JO 6D tY 00 110 IJA 100 <br /> Hydraulic Gradient,cm/em <br /> ' Test Method:ASTM D5094 Medved C <br /> PROJECT NUMBER: 05-102 1 January 4,2004 <br /> George's Service <br /> S/ERR/J TEST/NCa L/1BOR�TOR/ES. /NC-'. <br /> ' 5040 Robert J.Mathews Blvd.,EI Dorado Hills,CA 95762 <br /> Phone:(916)939-3460 FAX:(916)939-3507 <br /> 1 <br />