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PROPERTY SPECIFICATIONS FOR TENSAR UNIAXIAL CEOCRIDS* <br /> Index Properties <br /> Tensile Strength @ 5%Strain 27(1.850) 31(2.130) 52(3 560) 58(1980) 75(S,140) 95(6,510) <br /> (kN/m(Ib/ft)) <br /> Ultimate Tensile Strength <br /> (kN/m(Ib/ft)) 58(3,970) 70(4,800) 114(7,810) 144(9,870) 175(11,990) 210(14,390) <br /> i <br /> )unction Strength <br /> (kN/m(Iblft)) 54(3.690) 66(4.520) HK(7.200) 135(9.250) 160(10.970) 180(12,340) <br /> Flexural Stiffness i <br /> (mg-an) 500.000 730.000 5,100,000 6.000,000 9,075,000 9,500.000 <br /> d Capacity <br /> .- <br /> Maximum Allowable(Design) 212(1.450) 25.6(1760) 418(2.860) 52.7(3.620) 64-1(4,390) 74-1(5.080) <br /> Strength(kN/m(Ib/ft)) <br /> Recommended Allowable Strength Reduction Factors <br /> Minimum Reduction Factor 1.05 1.05 1.05 1..05 1.05 1.06 <br /> for Installation Damage(RF <br /> Reduction Factor for Creep 2.60 2.60 2.60 260 2.60 2.70 <br /> for 120 yr design life(RF,,) <br /> Minimum Reduction Factor 1.00 1170 1-00 1100 1.00 1-00 <br /> for Durability(RF) <br /> -..;,r .-. i;fr tri--.' rot v rr- It s-h_resv.;-- and: <br /> uses 4o' Res,zi, 3:r1 ... 1+- ....1_ ..Ci-.. <br /> MEt3C9:.fl;1„i11�LY•,^,t II �_- _:,H..__. - r•-- -_,-•,_ -di17-_ _.�h�ir�.. .; �.::�. ::-dt : _. __ E _ ..__ .. <br /> rerneflV'a..he pure nase+cr sir 3f air p•ad,r,*< -.-e-`i.�t--=ao:.- _.'c:rd ant�:s;r< <p. Fm� a1' e-'= -m'[=n,i '. r•. ... _ --. snsil <br /> be made w..,.-n three 13:—:onus of.,)d_ct del:,ery and prior to,nstat!at,un `^e appieable:rouutt sped-cat�an superee- a"l prior see r-;:ur;-or tl^e pro._ct �riless <br /> indicated otherwise.value<shown�re tri;!mum av2raee roll values detencr•.ed it occas;ante a, ASTIv?x439 3uef desrr.paan;of rest procedures are gr;en in the nate, <br /> tin;nd online at mw:terri <br /> ,arr <br /> • p[em r-I'500- E-J :.R-1 rot, .:mrd-.e i>-^`:merry spr,;hca Fns ora rotes lssar�;rA9>.,'h the-.e Tens:,[ UX Geognd proper,v5 <br /> °'UX1800 is only ava;lab!e fur non-ronrerrec s,+,ren s. <br /> SRW Typical cross-section Rss Typical cross-section <br /> Cap unit Tensar Turf <br /> UX Geogrid reinforcement mat <br /> 1(Min.) <br /> SRW unit 1 F _ <br /> 1 Reinforce Secondarygeognd Pnmaryogh <br /> Wall 12.8 fill' Retain <br /> ed reinforcement fppp�fj <br /> height �/P— <br /> varies <br /> Finished <br /> grade u in.(min) <br /> pular fill �Rai ' <br /> Founclaticirt <br /> Wall <br /> varies <br /> Ceogrid • . . <br /> length varies <br /> TensarinternatioralCorporation <br /> 2500 Northwlnds Parkwayill/: <br /> Suite Tensar Alpharetta.CA 30009 <br /> 800-TENSAR-1 <br /> • tersarcorp coin <br /> 2012,Tersar Ir,ernatlonal Corporation Certain products and/or applications desrnhed Of'ikistra'.ed herein arF pratF-red Under c le 1P more <br /> U.S.patents.Other U S.patents are peridmg,and ceitam fore,g-i patents and patent application;nay also e,j$t.71adernarlc rights also apply <br /> as mchcared hrrem Final determination of the suitandity of any rrform&ion or material for the use c�ntemplatrd,and ns manner of use i. <br /> the soie responsibility of the user Purred in the U S A UX_FLV_7.12 <br />