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Tensar Uniaxial Geogrid Material Properties <br />Primary Reinforcement Types <br />Pro a <br />Method <br />UX1400HS <br />UX1500HS <br />UX1600HS <br />UX1700HS <br />UXi800HS <br />1. Tensile Strength <br />(a) True initial modulus <br />ASTM D6637-01* <br />65,110 <br />107950 <br />120,000 <br />161,070 <br />191,910 <br />(b) 2% Strain, lbs/ft <br />ASTM D6637-01 * <br />990 <br />1775 <br />2185 <br />2530 <br />2735 <br />(c) 5% Strain, lbs/ft <br />ASTM D6637-01 * <br />47Til- <br />3560 <br />3980 <br />5140 <br />6510 <br />(d) Ultimate, lbs/ft <br />ASTM D6637-01 <br />4790 <br />7810 <br />9860 <br />11980 <br />14,380 <br />(e) Long-term (Ta), lbs/ft** <br />FHWA/SA-96-071 <br />At 10% strain limit <br />sand, silt & clay <br />1900 <br />3100 <br />3910 <br />4760 <br />5710 <br />3/4" minus angular aggregate <br />1780 <br />2980 <br />3770 <br />4580 <br />5500 <br />1.5" minus angular aggregate <br />1710 <br />2780 <br />3510 <br />4270 <br />5120 <br />(0 Long-term (Ta), lbs/ft*** <br />FHWA/SA-96-071 <br />at 5% strain limit <br />sand, silt & clay <br />1067 <br />1676 <br />2257 <br />2714 <br />3047 <br />3/4" minus angular aggregate <br />974 <br />1600 <br />2155 <br />2591 <br />2935 <br />1.5" minus angular aggregate <br />933 <br />1467 <br />1975 <br />2375 <br />2735 <br />INTEGRITY OF PRODUCT STRUCTURE <br />2. Junction Strength, Ibs/ft <br />GRI GG -2 @ l0%/min <br />4520 <br />7200 <br />9250 <br />10970 <br />12340 <br />* No preloading of the specimen shall be allowed. The values reported shall include the entire <br />load -strain curve including the slack displacement (do) and slack tension (To) and starting from <br />zero tension and zero displacement. <br />** Where: <br />_TULT <br />Ta SCR x RFD x FS <br />ID <br />as described in FHWA/SA-96-071 &072 <br />*** Where: <br />T@5%S <br />_ train (GRI—GGI <br />Ta SCR x RFD x FSID <br />April 04 <br />• <br />0 <br />• <br />