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• • <br /> ' HYDRAULIC CONDUCTIVITY TEST REPORT <br /> SAMPLE DATA <br /> ' Sample Identification: BSS-d-18' Sample Depth,ft.: 18.0' <br /> Visual Description: N/A Sample Type: Sample Liner <br /> Remarks: <br /> ' TEST RESULTS <br /> Permeability,cm/sec.: 3.11E-05 Average Hydraulic Gradient: 0.5 <br /> ' Effective Cell Pressure,psi: 2 <br /> TEST SAMPLE DATA <br /> Before Test After Test <br /> ' Specimen Height,cm: 5.59 Specimen Height,cm: 5.54 <br /> Specimen Diameter,cm: 4.06 Specimen Diameter,cm: 4.06 <br /> Dry Unit Weight,pcE 121.0 Dry Unit Weight,pcf: 122.7 <br /> ' Moisture Content,% 18.2 Moisture Content,% 16.9 <br /> Specific Gravity,Assumed <br /> Percent Saturation: <br /> Elapsed Time,seconds <br /> a,m esos esss e000 ,mm ,mm ,woo <br /> s <br /> s <br /> , <br /> V <br /> ' C ____ _____ ___ • M+WMNim VeX� <br /> ,e _. <br /> n <br /> L <br /> iNIEd, <br /> 'a <br /> ,gym <br /> e <br /> 0. <br /> oax m <br /> oe as ee oe se u <br /> Hydmaae Gradknt,em/em <br /> Test Method: ASTM D5084 Method C <br /> PROJECT NUMBER: 05-102 January 4,2005 <br /> t George's Service <br /> S/ERRA TEST/NCi LABORATOR/ES. /NC:. <br /> ' 5040 Robert J.Mathews Blvd.,EI Dorado Hills,CA 95762 <br /> Phone:(916)939-3460 FAX:(916)9393507 <br />