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TRI I Environmental, Inc. <br />Z44i"' A Texas Reseaich International Company <br />0 <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: AMEC <br />Project: CC + V <br />Material: Single Sided Textured 100 mil LLDPE Geomembrane <br />Sample Identification: 6017 <br />TRI Log #: E2324 -69 -06 <br />STD. <br />PARAMETER TEST REPLICATE NUMBER MEAN DEV. <br />i s <br />MD Machine Direction TD Transverse Direction <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 />• <br />page 2 of 4 <br />GeosyntheticTestl ng.com <br />9063 Bee Caves Road / Austin, TX 78733/ 512 263 2101 / fax: 512 263 2558 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 7 8 9 10 <br />Thickness (ASTM D 5994) <br />Thickness (mils) <br />107 <br />106 <br />110 <br />105 <br />101 <br />103 109 112 100 104 <br />106 <br />4 <br />100 <br />« min <br />Density (ASTM D 1505) <br />Density (g /cm3) <br />0.934 <br />0.934 <br />0.934 <br />r 0.934 <br />0.000 <br />Carbon Black Content (ASTM D 4218) <br />% Carbon Black <br />2.53 <br />2.49 <br />2.51 <br />0.03 <br />Tensile Properties (ASTM D 6693/GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) <br />210 <br />198 <br />205 <br />185 <br />213 <br />202 <br />11 <br />TD Yield Strength (ppi) <br />206 <br />192 <br />217 <br />197 <br />201 <br />203 <br />10 <br />MD Break Strength (ppi) <br />308 <br />327 <br />297 <br />290 <br />340 <br />312 <br />21 <br />TD Break Strength (ppi) <br />246 <br />230 <br />271 <br />282 <br />245 <br />255 <br />21 <br />MD Yield Elongation ( %) <br />23 <br />23 <br />23 <br />23 <br />23 <br />23 <br />0 <br />�D Yield Elongation ( %) <br />22 <br />23 <br />25 <br />24 <br />23 <br />23 <br />1 <br />MD Break Elongation ( %) <br />594 <br />644 <br />574 <br />615 <br />631 <br />612 <br />28 <br />TD Break Elongation ( %) <br />490 <br />491 <br />516 <br />581 <br />504 <br />517 <br />38 <br />MD Machine Direction TD Transverse Direction <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 />• <br />page 2 of 4 <br />GeosyntheticTestl ng.com <br />9063 Bee Caves Road / Austin, TX 78733/ 512 263 2101 / fax: 512 263 2558 <br />