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' HYDRAULIC CONDUCTIVITY TEST REPORT <br /> SAMPLE DATA <br /> t Sample Identification: BSS-d-28' Sample Depth,ft.: N/A <br /> Visual Description: N/A Sample Type: Sample Liner <br /> Remarks: <br /> ' TEST RESULTS <br /> Permeability,cm/sec.: 3.95E-07 Average Hydraulic Gradient: 12.1 <br /> ' Effective Cell Pressure,psi: 2 <br /> TEST SAMPLE DATA <br /> Before Test After Test <br /> ' Specimen Height,cm: 4.95 Specimen Height,cm: 4.95 <br /> Specimen Diameter,cm: 4.06 Specimen Diameter,cm: 4.06 <br /> Dry Unit Weight,pcC 114.7 Dry Unit Weight,pcP. 113.6 <br /> ' Moisture Content,% 20.0 Moisture Content,% 18.0 <br /> Specific Gravity,Assumed <br /> Percent Saturation: <br /> ' Elapsed Thee,seconds -. <br /> ssao uoo can cmc I= ,me Nall) taeu le]00 ]Neo <br /> 03 <br /> It 0.6a <br /> 9 <br /> � �camw..«,Imaw. <br /> a <br /> , <br /> s <br /> ,.e <br /> yE 4.1 <br /> ' S fYR9] <br /> a <br /> a ]eoem <br /> E <br /> u ]moor <br /> d <br /> F er <br /> 00 l0d 110 113 1S-0 ,16 ,>0 1]S 1.0 HS 110 <br /> B.ydrealk Groin"",esoltm <br /> 1 Test Method:ASTM D5094 Method C <br /> PROJECT NUMBER: 05-102 1 January 4,2005 <br /> ' George's Service <br /> SIERRA TEST/NGi LABO/4AIOR/E9. /NC. <br /> ' 5040 Robed J.Mathews Blvd.,EI Dorado Hills,CA 95762 <br /> Phone:(916)939-3460 FAX:(916)939-3507 <br /> t <br />