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APPENDIX - D <br />�larch 2010 <br />GEOSYNTHETIC RETAINING WALL <br />Classes 1 and 2 Non-aggressive Environments <br />Note 1: May bc uscd for Class I and 2 walls and slopcs in non-aggressive enviromnents. Accepta6ility o(thc product for a specific <br />coniract bid item requires that the approved longderm geosynlhetic sVength as listed in TaSle I below meel or esceed the required long- <br />term strength specificd in the contracL The ultimate tensile strength listed in Table I is to be used for lot specific acceptance once the <br />producl arrives at thc projcc� sitc. (Scc Acccp�ancc Codc 1022) <br />Table 1. Long-term and ultimate strengths of geosynthetic products quali6ed for use in <br />Classes 1 and 2 walls and reinforced slo es, non-a ressive environments. <br />Long-Term =Long-Term �Low Strain <br />Pmduct Ref. No. Year last �7'„i, Strength ReJuc!ion Tensile Creep <br />I;pdnted (Ib/fl) Factors Strength,T,� Stiffness,JZ� <br />w .,i ,-to, rv� u - i <br />id 4/2- I 5. M D-( <br />id (/3- I 5. MD - ( <br />id G/G-I5. MD - ( <br />id 813-20, MD - ( <br />Id 10/3-20, MD - <br />MD - S1'nlccn <br />MD - Svniccn <br />�4D - Svntcen <br />100. \iD - Svata S <br />100. X�4D - SVata <br />20U. �iD - Strala S <br />Z00. X61D - Struta <br />300, MD - Strata S <br />300. XMD - Strata <br />cnn n�n _ c��,��•� c <br />JlIi1111C1 W UVV. O'IU • ]Uiilil.l <br />Stratacrid (00. X�1D - Strnta <br />rcns��� ux i�onnisr niii <br />'I'cnsair U\ 1500�1SI3 �1D <br />'I'ensarUXIG00�I5E �1D <br />�r�nsa� uxi�uo��srs, nio <br />�r�„s;�� ux i aooi is nio <br />�1ills 1999-042 <br />Mills 1999-043 <br />Mills 1999•043 <br />�4ills 1999-04': <br />�1ills 1999-042 <br />� �iills 1999-042 <br />1999 <br />1999 <br />1999 <br />1999 <br />2010 <br />�010 <br />�OIQ <br />1999 <br />RF � RF RF <br />2?50 I? 1.52 1.3 <br />2920 I? 1.52 13 <br />4C10 I? 1.52 1.3 IG70 <br />5380 11 1.53 1.3 2240 <br />GG50 1.2 1.52 13 2770 <br />1939 1.18 1.58 13 800 8390 <br />3055 1.18 1.58 1.3 1260 I�900 <br />4199 I.IB I.58 13 1732 ISG00 <br />7398 1.18 I.58 13 3052 29800 <br />8500 I.IS I.58 1.3 3507 30900 <br />10207 l.IR I.58 1.3 4211 37G00 <br />27400 I.IS I.58 1.3 11305 12400( <br />I200 I.IS I.GI 13 500 <br />1999-030 1999 G99 I.IS 1.61 13 295 <br />1999-030 1999 2720 I.IS LGI 13 113b <br />1999-030 1999 I!>00 IJS LGI 13 GGS <br />1999-030 �999 3000 I.IS I.GI 1.3 I?50 <br />1999-030 1999 1000 I.IS LGI 1.3 418 <br />1999-030 1999 4G00 I.IS I.GI 13 19?0 <br />1999-0?0 1999 I800 I.IS I.GI 1.3 747 <br />1999-030 1999 6240 I.IS LGI 1.3 2G00 <br />1999-030 1999 IR00 I.IS I.GI 13 74� <br />1999•03i1 1999 7400 I.IS I.GI 1.3 3080 <br />1999-030 1999 IS00 I.IS I.G� 13 747 <br />aoos•os� �oio �soo i.i� zs� i.i isoa <br />?005-OR7 2010 7R10 I.I 2.59 I.I 2492 <br />300$-pg7 2010 9R70 I.I 2.59 I.� i149 <br />Icnsar USISOOIIS ND 2005-087 2010 7R10 I.I 2.59 i.l 2492 41000 <br />'1'cnsar U\IG001�15 ND 2005-087 ?010 9870 I.1 2.59 I.I 3149 5380G <br />Tcnsar U\I70011S.�1D ^_005.p87 2010 I19J0 I.i 2.63 I.I 37GR 69100 <br />�'f„i, is dctennined usin�� ASl'�t D6G37 lur gcogrids and AS"I'\I D4i95 litt geotes:iles. The value provided in the lable represenls ihe <br />manufnclurcr's ��linimum Avcragc Roll Valuc (NARV) or minimum valuc for thc proJucl 1l'SDOT acceptnncc tat resul�s (or thc <br />produc� as dclivered lo the projeci mus� be grcaler than or equal to Ihis v:due. <br />"I',i is dcicnnined at n dcsign Iifi ol'75 ��cars and is based nn the �IAIiV or mininwm valuc for 7'�i, provided in this table. <br />',I.,, is Ihc crccp slillhcss dcicnnincd ;u n strain Ic��cl o(2%a(tcr I,000 hours of loading, bascJ on thc MARV or minimum value for T„„ <br />providcd in this diblc. <br />KP�i� = ins�allalion damagc rcduc�ion f;�ctor. KPi �t = crccp nducliun f;ic�or, R��� = durabiliry rcduction factor. <br />\1D =\tnchinc Dircction (longiludinal dircclionl, X�ID = Cross ��lachinc Dircc�ion (transvcrsc dircction) <br />D-? <br />;� i/ <br />� <br />