2012-12-27_REPORT - M1980244 ‎(9)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Monitoring and Test Results- LOB Liner Extension- Appends. G.2 to G.7 and Maps
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

` TRI /Environmental, Inc.
� ■ \ A Texas Research International Company
GEOMEMBRANE TEST RESULTS
TRI Client: AMEC
Project: Cripple Creek Mine - Victor Colorado
Material: Poly -flex 80 mil Textured LLDPE Geomembrane
Sample Identification: LT1- 8- 11.6027 -37
TRI Log #: E2352 -49 -06
STD.
PARAMETER TEST REPLICATE NUMBER MEAN DEV.
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 14
Geo synth eti cTesti ng. co m
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]
1
2
3
4
5 6
7 8 9 10
Thickness (GRI -GM8 via ASTM D 5994)
Thickness (mils)
86
87
85
84
87 85
89 83 83 87
86
2
83
« min
Density (ASTM D 1505)
Density(g /cm3)
0.934
0.934
0.934
r 0.934
0.000
Carbon Black Content (ASTM D 1603,mod.)
Carbon Black
2.18
2.21
2.20
0.02
Tensile Properties (ASTM D 638 1GRI GM17, Type IV specimen - LLDPE)
MD Yield Strength (ppi)
147
158
162
153
159
156
6
TD Yield Strength (ppi)
168
162
173
164
154
164
7
MD Break Strength (ppi)
282
231
233
299
260
261
30
TD Break Strength (ppi)
231
245
235
212
274
239
23
MD Yield Elongation (%)
20
20
20
20
22
20
1
TD Yield Elongation ( %)
22
21
21
21
21
21
0
MD Break Elongation (%)
649
556
544
694
621
613
63
TD Break Elongation (%)
558
600
550
515
656
576
54
MD Machine Direction TD Transverse Direction
The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply
to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.
TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.
page 3 of 14
Geo synth eti cTesti ng. co m
9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: [phone]