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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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1 2 3 4 5 6 7 8 9 10 <br />Wide Width Tensile Properties (ASTM D 6637, Modified) <br />MD Number of Ribs per foot: 14.9 <br />MD Ultimate Strength (Ibs /ft) 15294 15410 15100 13877 15102 <br />MD Ultimate Strength (kN /m) 223 225 220 203 220 <br />MD Strength @ 2% Strain (Ibs /ft) 4200 4234 4242 4041 4163 <br />MD Strength @ 2% Strain (kN /m) 61.3 61.8 61.9 59.0 60.8 <br />MD Strength @ 5% Strain (Ibs /ft) 7623 7674 7642 7325 7506 <br />MD Strength @ 5% Strain (kN /m) 111 112 112 107 110 <br />MD Strength @ 10% Strain (Ibs /ft) 14393 14473 14195 13654 13818 <br />MD Strength @ 10% Strain (kN /m) 210 211 207 199 202 <br />MD Break Elongation ( %) 11.5 11.9 11.6 10.3 12.6 <br />14956 <br />I 618 <br />9 <br />I 218 <br />4176 <br />I 82 <br />1.2 <br />( 61.0 <br />I 7554 <br />I 143 <br />2 <br />110 <br />14107 <br />( 358 <br />5 <br />I 206 <br />0.8 <br />MEM <br />Junction /Node Strength (GRI GG2 -87) <br />MD - Number of Ribs per foot: 14.9 <br />MD Maximum Junction Strength (Ibsf) 1014 1029 1017 1062 987 1056 966 1025 1019 990 <br />MD Maximum Junction Strength (Ibs /ft) 15069 15281 15110 15781 14657 15686 14354 15222 15132 14705 <br />MD Maximum Junction Strength (kN /m) 220 223 221 230 214 229 210 222 221 215 <br />MD Junction Efficiency ( %) <br />1016 <br />30 <br />443 <br />6 <br />15100 <br />220 <br />=ELM <br />Mass /Unit Area (ASTM D 5261) <br />Mass /unit area (oz/sq.yd) 25.7 25.8 25.7 25.7 26.7 25.8 26.1 25.7 25.9 26.0 <br />25.9 0.3 <br />Aperature Size (Calipers) <br />MD - Aperature Size (in) 0.65 0.65 0.60 0.55 0.65 0.70 0.60 0.65 0.60 0.55 <br />TD - Aperature Size (in) 15.3 15.3 15.3 15.5 15.5 15.3 15.5 15.3 15.3 15.3 <br />0.6 <br />0.0 <br />15.33 <br />0.12 <br />Material: Tensar UX180060 Uniaxial Geogrid <br />Sample Identification: 59 <br />TRI Log #: E2326 -36-04 <br />PARAMETER <br />TRI I Environmental, Inc. <br />A Texas Research International Company <br />TEST REPLICATE NUMBER <br />GEOGRID TEST RESULTS <br />TRI Client: AMEC <br />Project: CC&V <br />MEAN <br />STD. <br />DEV. <br />MD - Machine Direction TD - Transverse /Cross Machine Direction <br />The testing herein 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 2 of 2 <br />Geosyntheti cTesti ng. com <br />9063 Bee Caves Road / Austin, TX 78733 / 512 263 2101 / fax: 512 263 2558 <br />
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