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2010-11-15_REVISION - M1980244 (192)
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2010-11-15_REVISION - M1980244 (192)
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Last modified
6/15/2021 5:52:29 PM
Creation date
8/22/2011 2:58:42 PM
Metadata
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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. O- Underground Work Geosynt. Obsv.
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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111837012 <br />• <br />QC Sample Production <br />ID Lot Number <br />Product Code: UX180060 <br />Customer Name: AMES CONSTRUCTION INC <br />Project Name: CRIPPLE CREEKNICTOR GOLD <br />111837 46 <br />Number of <br />Rolls Shipped <br />1 kN /m = 68.54 lbs/ft <br />David Hall Date <br />Quality Assurance Laboratory Supervisor <br />Tensar Corporation, LLC lity Control Test Data <br />Product Type xial Grid <br />Note: ASTM D 6637 supercedes GRI -GGI and ASTM D 4595 for geogrids <br />Finished Product QC Testing <br />Ultimate Tensile <br />Strength <br />(kN /m) <br />ASTM D6637 <br />223.9 <br />For Tensar Geogrids, results obtained following ASTM D 6637 are equivalent to results <br />obtained following ASTM D 4595 (modified) and GRI -GGI. <br />April 13, 2009 <br />Tensile <br />@ 2 % Strain <br />(kN /m) <br />ASTM D6637 <br />52.1 <br />1 of 1 <br />2% Tensile <br />Modulus <br />(kN /m) <br />ASTM D6637 <br />2603.4 <br />Bill of Lading: TMP- 403749 <br />Sales Order: TET- 201645 <br />Purchase Order: CONTRACT NO. CP -09 -101 <br />Tensile <br />@ 5 Strain <br />(kN /m) <br />ASTM D6637 <br />100.7 <br />Carbon <br />Black <br />(°/O) <br />ASTM D4218 <br />2.90 <br />04/13/0 09:03 AM <br />Junction <br />Strength <br />(kN /m) <br />GRI -GG2 <br />221.1 <br />
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