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Geo -Logic <br />ASSOCIATES <br />HYDRAULIC CONDUCTIVITY <br />REPORT <br />Project Name: Proiect No: <br />Republic Services / Forward Landfill WMU FU -13 2013.A055.100 <br />Sample ID: <br />Site Soil <br />1.E-06 <br />U <br />N <br />U <br />Y <br />w <br />.j <br />U 1.E-07 <br />O <br />U <br />U <br />T <br />1.E-08 <br />40 <br />Hydraulic Conductivity vs Time <br />,r 3537A <br />e: <br />June 24, 201 <br />45 50 55 <br />Time, Hrs <br />SPECIMEN DATA <br />SAMPLE ID: <br />Site Soil <br />EFFECTIVE STRESS: <br />DESCRIPTION: <br />Brown Clay <br />12 - 15 <br />IN / OUT RATIO: <br />INITIAL <br />FINAL <br />HEIGHT, in. <br />3.0 <br />3.0 <br />DIAMETER, in. <br />2.4 <br />2.4 <br />WATER CONTENT, % <br />15.1 <br />21.8 <br />DRY DENSITY, pcf <br />108 <br />106 <br />SATURATION, % <br />72 <br />100 <br />(Specific Gravity assumed as 2.7) <br />1.0E-07 <br />5 55.5 <br />MAXIMUM DRY DENSITY, pcf <br />118.7 <br />1.1 E-07 <br />OPTIMUM WATER CONTENT, % 12.0 <br />1.0E-07 <br />SPECIFIED COMPACTION, % <br />90.0 <br />ACHIEVED COMPACTION, % <br />90.6 <br />COMMENTS: <br />Tap water used as permeant. <br />60 65 70 75 <br />TEST DATA <br />ASTM D-5084, <br />Method C <br />EFFECTIVE STRESS: <br />20 psi <br />GRADIENT RANGE: <br />12 - 15 <br />IN / OUT RATIO: <br />0.92 <br />"B" PARAMETER: <br />0.97 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY, k20 <br />nos. hrs. <br />CM / s <br />1 49.2 <br />1.3E-07 <br />2 49.8 <br />9.5E-08 <br />3 51.8 <br />1.1 E-07 <br />4 54.4 <br />1.0E-07 <br />5 55.5 <br />1.0E-07 <br />6 69.7 <br />1.1 E-07 <br />AVERAGE LAST 4 : <br />1.0E-07 <br />corrected to 20 ° C <br />i nts testing is oasea upon acceptea inaustry practice as well as merest mernoa nsrec. i nese results apply onty ro me samples <br />supplied and tested for the above referenced job. <br />L: Labexcel (PROJECTS 1 Republic Services 13537A-txk Print Uate: Entered By: Heviewed By., LSN: <br />DCN: TXK-QC-GRAPH (rev. 11/20/12) 06/25/13 MD KRC 3537A• <br />