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11 <br />E <br />TABLE 02774- 1 <br />GEOCOMPOSITE PROPERTY VALUES <br />--7 <br />TTSPECJ�FIED CAST <br />PROPERTIES QUALIFIER UNFrS VALtESt'1 <br />Geonet Component <br />Polymer composition <br />Minimum <br />% <br />95 polyethylene <br />N/A <br />by eight <br />Polymer specific gravity <br />Minimum <br />0.435 <br />ASTM D -AL <br />Malls" - <br />Polymer melt index <br />Maxim urn <br />g/10 min. <br />Lo <br />ASTM D 1238 <br />Carbon black content <br />Range <br />% <br />2-3 <br />ASTM DAM.... <br />Foaming Agents <br />Maximum <br />% <br />0,0 <br />N/A <br />Nominal thickness <br />Minimum <br />Min <br />6 <br />ASTM D 5199 <br />Geotextite Filter Component <br />Poly mw composition <br />Minimum <br />% <br />95 polyester or <br />N/A <br />polypropylene <br />Mass per unit area <br />Minimum <br />ozlyd' <br />7 <br />ASTM D 5261 <br />(g/mz, <br />Apparent opening size <br />Maximum <br />Min <br />0,, < 0.18 mm <br />ASTM D 4751 <br />permittivity <br />Minimum <br />11/s <br />>0V <br />ASTM D 4491 <br />Grab smgth <br />Minimum <br />lb <br />160 <br />ASTM D 4632 <br />Tear strength <br />Minimum <br />lb <br />60 <br />ASTM D 4533 <br />Puncture a th <br />Minimum <br />Lb <br />SO <br />',STM D4833 <br />Geocomposite: <br />Index Transmissivity'2' <br />Minimum <br />M2!s <br />2x 10' <br />AS'IM D 4716 <br />Performance Transmissivity <br />Minimum <br />m/s <br />I - 10-, <br />AS I'M D 4716 <br />Peel Strength/Ply Adhesion <br />Minimum <br />lb/in <br />I <br />AS-FMQ,:_QQ4 <br />Notes: <br />1. All values represent minimum average roll values <br />2. The index transinissivity is the hydraulic tranqnissivilyofthe gcocomposite measured using water at 68*F k3oF <br />(20T tl.S*C) with a hydraulic gradient of0.1, under a compressive stress of 10,000 psf For the test, the <br />gcocomposite shall be sandwiched between stainless steel plates. The minimum test duration shall be 15 <br />minutes. <br />3, The performance transmissivity is the hydraulic transmissivity of the geocompositL measured using water at <br />68'F t3'F (20'C ir I .5'C) with a hydraulic gradient of0.5, under a cownprcssive stress of 10,000 psf. For the <br />test. the gcocomposite shall be sandwiched between a layer of60-mil HDPE geomembrane and operations layer <br />,wa. The minimum test duration shall be 100 hours and dic report for the test results shall include <br />FORWARD LANDFILL WMIJ FU -08 GEOCOMPOSITE <br />02774 6 DRAINAGE NET <br />Deleted: t 505 <br />1 Deleted: 1603 <br />1� Dekt0d: F 1X)4 or AS F%1 D 4 13, <br />