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® TABLE <br />MATERIAL PROPE IES <br />CLIENT: VECTOR ENGINEERING <br />PROJECT: Forward Landfill <br />Date Received: 7/10/2006 <br />Date Reported: 7/24/2006 <br />Client Sample ID: R#55858 L#26070609 <br />Material Description: Bentofix NWL-35 GCL <br />QC'd By: q°n.`°` `,. " <br />PGL Job No.: G060513 <br />PGL Control No.: 23847 <br />MD -Machine Direction <br />TD -Transverse Direction <br />DC#1982 Record#263 <br />Precision Geosynthetic Laboratories <br />SPECIMENS <br />1 2 3 4 5 6 7 8 9 <br />10 :::::AV*';::::: <br />METHOD <br />DESCRIPTION <br />ASTM D5084 <br />Hydraulic Conductivity (cm./ sec.) <br />Initial Specimen Size: 4" dia Initial Moisture Content of the GCL: 7.9 % <br />.......... <br />Effective Consolidation Stress: 5 psi, Final MC: 86.2 % <br />.......... <br />.......... <br />A:3E-qQ::.:::..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.::.:.:.:.:.:.:.:::.:.:.:.:.:.:.:::::.:.:.:.:.::.:.:::::::::::::::: <br />:4:3E10 <br />ASTM D4632 <br />Peel Strength (lbs) <br />Modified <br />Test was conducted as directed in ASTM D4632 in dry condition using Tensile Machine with a full scale of 100 lbs. <br />Jaw faces uses rubber for padding. <br />................................................ <br />MD ::::: 54 :::::::::::::::4$:::::::::::::::::::$ ::::::::::::::: 3::::::::.........................._........................................_......._............................ <br />......... <br />TD :::::............5..........::.......v6..:.......................:.......:............................................. .................... <br />...'�...:: <br />ASTM D5993 <br />Mass per Unit Area of the Clay (lbs/ ft.2) @ 12.0% MC <br />.:..:.1 .....:.:............:.:.:1.: Q2 ::::::1 9 2.:.:.:.:.:.:.'k:1 ......::: .......... <br />..:.: <br />MD -Machine Direction <br />TD -Transverse Direction <br />DC#1982 Record#263 <br />Precision Geosynthetic Laboratories <br />