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2010-11-15_REVISION - M1980244 (135)
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2010-11-15_REVISION - M1980244 (135)
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Last modified
6/15/2021 5:52:29 PM
Creation date
8/22/2011 2:58:25 PM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
11/15/2010
Doc Name
QA Monitoring and Test Results 2010, VOL. IV, App. M- Conformance Test Results.
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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1 2 3 4 5 6 7 8 9 10 <br />Thickness (GRI GM8, as applied by ASTM D 5199) <br />Thickness (mils) 110 103 106 110 103 103 105 103 135 123 <br />I 110 <br />I 11 <br />« min <br />103 <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 2.48 2.45 <br />0.02 <br />2.47 <br />Tensile Properties (ASTM D 638 /GRI GM17, Type IV specimen - LLDPE) <br />MD Yield Strength (ppi) 213 192 199 192 183 <br />TD Yield Strength (ppi) 208 183 187 196 188 <br />MD Break Strength (ppi) 521 514 511 471 486 <br />TD Break Strength (ppi) 507 475 441 500 447 <br />'ID Yield Elongation ( %) 22 23 23 23 23 <br />TD Yield Elongation ( %) 22 22 21 22 21 <br />MD Break Elongation ( %) 889 1066 1004 901 998 <br />TD Break Elongation ( %) 883 991 889 1181 909 <br />196 <br />I <br />11 <br />10 <br />192 <br />501 <br />21 <br />30 <br />I 474 <br />23 <br />I <br />0 <br />I 1 <br />22 <br />972 <br />75 <br />971 <br />I I <br />126 <br />21 1 - )i ; <br />PARAMETER <br />MD Machine Direction <br />TRI / Environmental, Inc. <br />A Texas Research International Company <br />Material: Polyflex Smooth 100 mil LLDPE Geomembrane <br />Sample Identification: LS2 -0 -10- 6039 -3 <br />TRI Log #: E2339 -87 -07 <br />GEOMEMBRANE TEST RESULTS <br />TRI Client: AMEC <br />Project: Cripple Creek Mine, Victor Colorado <br />TEST REPLICATE NUMBER <br />STD. <br />MEAN DEV. <br />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 />page 3 of 5 <br />GeosyntheticTesting.com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />
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