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Tensar Uniaxial Geogrid Material Properties <br /> Primary Reinforcement Types <br /> Prolpe Method UX1400HS UX1S00xS UX1600H UX1700HS UX1800HS <br /> 1. Tensile Strength <br /> (a)True initial modulus ASTM D6637-01* 65,110 107950 120,000 161,070 191,9I0 <br /> (b) 2%Strain,lbs/ft ASTM D6637-01* 990 1775 2185 2530 2735 <br /> (c) 5%Strain, lbs/ft ASTM D6637-01* 4�� 3560 3980 5140 6510 <br /> (d) Ultimate,lbs/ft ASTM D6637-01 4790 7810 9860 11980 14,380 <br /> (e)Long-term(Ta),lbs/ft** FHWA/SA-96-071 <br /> At 10%strain limit <br /> sand,silt&clay 1900 3100 3910 4760 5710 <br /> 3/4"minus angular aggregate 1780 2980 3770 4580 5500 <br /> 1.5"minus angular aggregate ! 1710 2780 3510 4270 5120 <br /> (f) Long-term(Ta),lbs/ft*** FHWA/SA-96-071 <br /> at 5%strain limit <br /> sand,silt&clay 1067 1676 2257 2714 3047 <br /> 3/4"minus angular aggregate 974 1600 2155 2591 2935 <br /> 1.5"minus angular aggregate 933 1467 1975 2375 2735 <br /> INTEGRITY OF PRODU STRUCTURE <br /> 2_ Junction Strength,lbs/ft GRI GG-2 @ 10'/dmin 4520 7200 9250 10970 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(da)and slack tension (Te) and starting from <br /> zero tension and zero displacement. <br /> ** Where: ***Where: <br /> T _ TULT __ @5%Strain (GRI—GGI) <br /> Ta SCR x RFD x FS TQ RF CR x RFD x FS <br /> as described in FHWA/SA-96-0711&072 <br /> April 04 <br />