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Tensar Uniaxial Geo>=rid Material Properties <br /> Primary Reinforcement Types <br /> 1. Tensile Strength <br /> Pro er Method UX1400HS UX]SOOxS al600HS 2LI700HS uxlsooxs <br /> (a)True initial modulus ASTM D6637-01* 65,110 107950 120,000 161,070 <br /> (b) 2%Strain,lbs/ft ASTM D6637-01* 191,910 735 <br /> 990 ]775 2185 2530 2735 <br /> (c) 5%Strain, lbs/ft ASTM D6637-01* 3560 <br /> (d) Ultimate,lbs/ft 3980 5240 <br /> ASTM D6637-01 6510 <br /> (e)Long-term(Ta),Ibs/ft** FHWA/SA-96-071 4790 7810 9860 11980 14,380 <br /> At 10%strain limit <br /> sand,silt&clay 1900 3100 3910 <br /> 4760 5710 <br /> 3/4"minus angular aggregate 1780 2980 3770 <br /> 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 <br /> 27I4 3047 <br /> 3/4"minus angular aggregate 974 1600 2155 <br /> 2591 2935 <br /> ANIk 1.5"minus angular aggregate 933 1467 1975 2375 2735 <br /> IN TY C]C' TUCT <br /> 2. Junction Strength,lbs/ft GRI GG-2 @ 10'/-/min 4520 7200 <br /> 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(do)and slack tension (To)and starting from <br /> zero tension and zero displacement. <br /> ** Where: *** Where: <br /> T <br /> TO = ULT _ T@5%Strain (GRI—GGl) <br /> RFCR x RFD x FSID Ta — RFCR x RFD x FSID <br /> as described in FHWA/SA-96-071.&072 <br /> April 04 <br />