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TABLE 02774- 1 <br /> GEOCOMPOSITE PROPERTY VALUES <br /> SR]EaCIFIEA =M JES 1 <br /> 1'RQgETIIC�; v QUALIFIER' UNIT" VALUES t►1 METHfD <br /> Geonet Component: <br /> Polymer composition Minimum % 95 polyethylene N/A <br /> by weight <br /> Polymer specific gravity Minimum -- 0.935 ASTM D 1505 <br /> Polymer melt index Maximum g/10 min. 1.0 ASTM D 1238 <br /> Carbon black content Range % 2-3 ASTM D 1603 <br /> Foaming Agents Maximum % 0.0 N/A <br /> Nominal thickness Minimum mm 6 ASTM D 5199 <br /> Geotextile Filter Component: <br /> Polymer composition Minimum % 95 polyester or N/A <br /> polypropylene <br /> Mass per unit area Minimum oz/yd2 7 ASTM D 5261 <br /> (g/m,) <br /> Filter Requirements <br /> Apparent opening size Maximum mm 095<0.18 mm ASTM D 4751 <br /> Permittivity Minimum 1/s >0.87 ASTM D 4491 <br /> Mechanical Requirements <br /> Grab strength Minimum lb 160 ASTM D 4632 <br /> Tear strength Minimum lb 60 ASTM D 4533 <br /> Puncture strength Minimum lb 80 ASTM D 4833 <br /> Geocomposite: <br /> Wide Width Tensile Minimum lb/ft 720 ASTM D4599 <br /> Strength(machine direction) <br /> (3) <br /> Transmissivity(2,3) Minimum mZ/s 5 x 10-6 ASTM D 4716 <br /> Peel Strength/Ply Adhesion Minimum lb/in 1 ASTM F 904 or <br /> ASTM D 413 <br /> Notes: <br /> 1. All values represent minimum average roll values <br /> 2. The design transmissivity is the hydraulic transmissivity of the geocomposite measured using water at 68°F <br /> f3°F(20°C±1.5°C)with a hydraulic gradient of 0.5,under a compressive stress of 5,500 ps£ For the test,the <br /> geocomposite shall be sandwiched between a layer of 60-mil HDPE geomembrane and soil. The minimum test <br /> duration shall be 24 hours and the report for the test results shall include measurements at intervals over the <br /> entire test duration. <br /> 3. Certified test results performed within the last two years on the same product are acceptable. <br /> FORWARD LANDFILL 02774 <br /> GEOCOMPOSITE <br /> 6 DRAINAGE NET <br />