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TABLEO <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received: 8121/2006 <br />Date Reported: 8/24/2006 <br />Client Sample ID: R#131220354 L#CB26071004 <br />Material Description: Single Sided Geocomposite <br />SPECIMENS <br />METHOD DESCRIPTION <br />GEONET COMPONENT: <br />ASTM D1777 Thickness (mils) <br />Test Option #1 Used deadweight type dial micrometer with 1.129+/-0.001in dia presser foot with an applied pressure of <br />0.6+/-0.03psi provided by a 272gm weight. <br />.;.;;.;2�8 :�: X69 260 >:...•:?56 :;.�5>�....�....26f1....... ���...... .� . > . X62 ....,..2� ..•:� <br />GEOCOMPOSITE: <br />ASTM D4716 Transmissivity Tested at Normal Pressure: 10.000 psf, Gradient: 0_1 , Seating Time: 15 min /hrs <br />C <br />QC'd by: <br />PGL Job No.: G060731 <br />PGL Control No.: 24507 <br />Plate <br />ASTM F904 Ply Bond Adhesion (lbs/ in.- width) <br />Specimens were conditioned for 1hr in the laboratory at 22 +/- 20C (71.6+/-3.60F) and at 60%+/-10% relative humidity. Instron <br />Tensile testing machine was used. Each end of the specimens were carefully peeled back one inch with a razor to allow insertion <br />into the grips for testing. The separated ends of the specimens were clamped to the grips, with the unseparated portions left <br />loose flap to move around freely. <br />Top of Composite <br />MDb..:.:.:.:::.::::.:5:(3:::.:::::.6... A:.:.::.:..:.:.:..:....:.::.:::..:.:..:.:.:.:.:.:...:.:.:.:::.::::::::::::: <br />TD.6 6:8 .. $ l3. 3: .... .5 <br />[so soot - 2000 <br />0-1 <br />a ll <br />MD - MACHINE DIRECTION aVF <br />TD - TRANSVERSE DIRECTION t't <br />a,g, j <br />DC#1984 Record#265 Precision Geosynthetic Laboratories " ftCGGTRgNSJNL - , <br />