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1 2 3 4 5 6 7 8 9 10 <br />Thickness (GRI GM8, via ASTM D 5199) <br />Thickness (mils) 115 112 110 103 115 101 102 99 101 102 <br />106 <br />I 6 <br />1 « min <br />99 <br />Density (ASTM D 1505) <br />Density (g /cm3) 0.936 0.936 0.936 <br />0.000 <br />0.936 <br />Carbon Black Content (ASTM D 1603, mod.) <br />% Carbon Black 2.69 2.56 <br />0.09 <br />2.63 <br />Tensile Properties (ASTM D 638 /GRI GM17, 2 ipm strain rate, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 227 198 192 194 189 <br />TD Yield Strength (ppi) 217 210 199 206 207 <br />MD Break Strength (ppi) 549 461 487 493 469 <br />TD Break Strength (ppi) 575 471 461 430 438 <br />MD Yield Elongation ( %) 26 30 30 30 30 <br />TD Yield Elongation ( %) 28 30 31 29 29 <br />/ID Break Elongation ( %) 944 871 940 938 910 <br />TD Break Elongation ( %) 1054 931 950 848 875 <br />I 200 <br />15 <br />I 7 <br />208 <br />492 <br />35 <br />58 <br />I 475 <br />29 <br />I 2 <br />1 <br />I 29 <br />921 <br />I 31 <br />I 932 <br />80 <br />Artu. <br />S aterial: Polyflex 100mil smooth LLDPE Geomembrane <br />Sample Identification: LS2 -0 -10- 6221 -3 <br />TRI Log #: E2341 -54 -02 <br />PARAMETER <br />MD Machine Direction <br />TRI I Environmental, Inc. <br />A Texas Research International Company <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: AMEC <br />Project: Cripple Creek <br />TEST REPLICATE NUMBER <br />MEAN <br />STD. <br />DEV. <br />TD Transverse Direction <br />NA Not Available <br />The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply <br />to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. <br />TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. <br />page 4 of 6 <br />GeosyntheticTesting.com <br />9063 Bee Caves Road / Austin, TX 78733 1 512 263 2101 / fax: 512 263 2558 <br />