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HYDRAULIC CONDUCTIVITY <br />Geo-Logk REPORT <br />A S S O C I AT E S <br />Client I Project Name: Project No: Lab Sample Number: <br />Republic Services /Forward Landfill WMU FU -13 2013.A055.100 3537G <br />FCP-061813-S 1 <br />1.E-06 <br />10, 2013 <br />Hydraulic Conductivity vs Time <br />1.E-08 <br />40 <br />SPECIMEN DATA <br />Time, Hrs <br />SAMPLE ID: <br />FCP-061813-S1 <br />EFFECTIVE STRESS: <br />DESCRIPTION: <br />Brown Clay <br />0 - 14 <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 />19.5 <br />24.3 <br />DRY DENSITY, pcf <br />101 <br />101 <br />SATURATION, % <br />78 <br />98 <br />(Specific Gravity assumed as 2.7) <br />5.9E-07 <br />6 142.1 <br />MAXIMUM DRY DENSITY, pcf <br />111.9 <br />4.5E-07 <br />OPTIMUM WATER CONTENT, <br />% 14.3 <br />corrected to 20 0 C <br />SPECIFIED COMPACTION, % <br />90.0 <br />ACHIEVED COMPACTION, % <br />90.0 <br />COMMENTS: <br />Tap water used as permeant. <br />TEST DATA <br />ASTM D-5084, <br />Method C <br />EFFECTIVE STRESS: <br />20 psi <br />GRADIENT RANGE: <br />0 - 14 <br />IN / OUT RATIO: <br />1.00 <br />'B" PARAMETER: <br />0.95 <br />HYDRAULIC <br />TRIAL TIME <br />CONDUCTIVITY, k20 <br />nos. hrs. <br />cm / s <br />2 56.6 <br />6.3E-07 <br />3 119.6 <br />5.7E-07 <br />4 122.6 <br />6.3E-07 <br />5 128.8 <br />5.9E-07 <br />6 142.1 <br />5.8E-07 <br />7 218.5 <br />4.5E-07 <br />AVERAGE LAST 4 : <br />5.6E-07 <br />corrected to 20 0 C <br />I I <br />This testing is based upon accepted industry practice as well as the test method listed. These results apply only to the samples <br />supplied and tested for the above referenced job. <br />L: Labexcel IPROJECTS 1 Republic Services 13537G-txk Print ate: Entered By: Reviewed By.- LSN: <br />DCN: TXK-QC-GRAPH (rev. 11/20/12) 07/10/13 MD KRC 3537G <br />