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HYDRAULIC CONDUCTIVITY <br />REPORT <br />Project No: Lab Sample Number: <br />Republic Services / Forward LF WMU FU-19 <br />Sample ID:Description:Report Date: <br />OP-1 Brown Clayey Sand (SC) <br />SPECIMEN DATA TEST DATA <br /> SAMPLE ID:ASTM D-5084, Method C <br />DESCRIPTION:EFFECTIVE STRESS:60 psi <br />INITIAL FINAL GRADIENT RANGE:3 - 4 <br />IN / OUT RATIO:0.93 <br />HEIGHT, in.3.1 2.9 <br />"B" PARAMETER:0.95 <br />DIAMETER, in.2.4 2.4 <br />WATER CONTENT, %11.0 19.9 HYDRAULIC <br />DRY DENSITY, pcf 103 108 TRIAL TIME CONDUCTIVITY, k 20 <br />SATURATION, %46 96 nos.hrs.cm / s <br />(Specific Gravity assumed as 2.7 )12.3E-04 <br />MAXIMUM DRY DENSITY, pcf 22.3E-04 <br />OPTIMUM WATER CONTENT, %32.4E-04 <br />SPECIFIED COMPACTION, %42.3E-04 <br />ACHIEVED COMPACTION, %52.2E-04 <br />COMMENTS: <br />Tap water used as permeant. AVERAGE LAST 4 : <br />corrected to 20 ° C <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 \PROJECTS \ Republic Services \ 4523B2-txk Print Date:Entered By:Reviewed By:LSN: <br />DCN: TXK-QC-GRAPH (rev. 11/20/12)PP RZS 4523B2 <br />91.4 <br />August 29, 2019 <br />72.0 <br />72.0 <br />8.4 <br />112.1 <br />AU19.1192.00 4523B2 <br />72.0 <br />OP-1 <br />95.0 <br />Client / Project Name: <br />08/29/19 <br />72.0 <br />72.0 <br />Brown Clayey Sand (SC) <br />2.3E-04 <br />1.E-05 <br />1.E-04 <br />1.E-03 <br />1.E-02 <br />0123456789Hydraulic Conductivity, k cm/secTrials <br />Hydraulic Conductivity vs Time