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��! <br />C <br />_�, J�� <br />�t;c,r<.6 <br />APPENDIX - D <br />GEOSYNTHETIC RETAINING WALL <br />Classes 1 and 2 Non-aggressive Environments <br />Nnte 1: �1ay be uscd for Class I and 2 walls and slopes in non-aggressivic environments. Acceplability ofihe produc� for a specific <br />coNracl bid item requires �hat the approved long-tenn geosynthe�ic strength as listed in'1'able I below meet or exeeed the required long- <br />icrm strength specificd in thc wntract. 'I'he ultimate tensilc strength listcd in'I'able I is to be used for bt specific acceptance once the <br />produc� nrrives cn the project sita (See Acecptanee Code 1022) <br />Tabie 1. Long-term and ultimate strengths of gcosynthetic products qualified for use in <br />Classes 1 and 2 walls and reinforcad slopes, non-aaaressive environments. <br />n-� <br />na <br />M <br />Product <br />ny, ni.�u - rrupca <br />axT, nio - �r�nc;u� <br />SX'I'. A1D -'I'cnCatc <br />�xr. n-t� - r���c��� <br />sx•r. n�o - T�nc.u�• <br />i nr'r n,�n _ ��„„r�� <br />r.��;�c��a soi i; nin - i.��,�.�� c <br />ParnGrid 80/I i ��ID - I.incar ( <br />ParaGrid IOQ�I$p�p-l.incar <br />Par�Grid I i0/�> �ID - Lincnr <br />ParaGrid 200/ I S,\iD - Linr,v <br />Rannrid ieiA� 1�IIl _ I urlrnh <br />0 <br />e <br />l,ong-Term `Imng-Term 'Low� Strain <br />Rcf. No. ���Ar last �7'„i, Strength Reduc�iun Tensile Creep <br />Updated (Ib/ft) F�ctors Strength,T,i Stiffness,J=.; <br />2002-073 2002 ISOU I.IS 1.59 I.IS 713 <br />20fi2-073 2002 2400 I.I 1.59 1.15 1200 <br />2002-073 2002 3710 I.I 1.59 I.IS 18G0 <br />2002-073 2002 5380 I.I 1.59 I.IS 2G90 <br />200?-073 ?002 7410 I.I L59 I.IS 371U <br />1999-051 1�99 4800 I.IS 5.G I3 569 <br />1999-051 U99 4800 I.10 3.4 13 980 <br />1993•921 2009 3151 1.12 I.SG 1.3 I387 <br />1993-921 2009 4295 1.12 I.SG 13 1891 <br />1993-921 2009 5699 1.12 I.56 13 3509 <br />tn�s-m_i 2ooe . r,e�a i.iz isr, i.s amo <br />1993')?I 2009 9G94 1.12 I.56 1.3 4180 54800 <br />1993-931 2009 9357 1.12 LSG 13 4120 54100 <br />1993-931 2009 124�2 1.13 I.SG 1.3 5465 70300 <br />1993-921 ?009 17748 I.12 I.SG 13 7814 98400 <br />1993•921 2009 253C,4 I.IZ I.SG 13 111G7 13900( <br />zooi-o�s aooi zo�o i.io i.as i?s ioon <br />zooi-oa� zooi aiio i.io i.as i�s i��o <br />�001•OG3 2001 Sd80 I.10 I.48 I.25 2G70 <br />2001-0G3 2001 GR50 I.10 L48 125 3340 <br />?001-OG3 2001 10300 1.10 1.4R 1.25 50�0 <br />?010 ?055 I.I L55 1.3 927 G750 <br />?010 27�70 I.I I.55 13 123G 10300 <br />20I0 3d?5 I.I I.55 13 1545 13800 <br />?010 4110 I.I I.55 1.3 1854 17200 <br />2010 5480 l.l 1.55 13 2472 23800 <br />'_'010 7535 I.I I.55 13 3399 33000 <br />zoio s�os i.i iss i.3 d018 sa�oo <br />2010 10375 I.I I.Sg �3 463G 44100 <br />Itaucrid 2/2-"_'0, AID - Cartliacc Nills 1999-Od2 1999 1310 1.2 1.52 1.3 548 <br />Kauerid2/.;-;O.UD-Canhacc�fills 1999-Oa2 1999 W2U I? 1.52 13 589 <br />liaucrid 3/3-I5. \ID - C';inha::c \lills 1999-Od2 1999 1j10 I.? 1.53 13 1050 <br />�l'„i, is detcnnincd usin, AtiT\t DGG:7 li�r ecogrids ancl AS'Il\t Dd59i Ibr gcotcstilcs. The valuc provided in the lable represcn�s �hc <br />manulacturer's �linimum A��eraee Roll Valuc 1�\IAR\�) or mininuun value fiir the product. \VSD07' nceep�ance lal results for �he <br />product ns dclircrcd �o Ihc prqjcci must bc grcalcr than or equal tu �his valuc. <br />'"1',i is dctennincd aI a design lile of 7$ )�cars and is based on the \IARV or minimum value fur T�i, provided in this table. <br />'J.�, is thc crccp stiffness dctcnnincd a� a stnin Icvcl 0l'2°� alicr I.000 hours of loading. bascd on �hc NARV or minimum valuc for'f„„ <br />pru��idcd in this ��iblu. <br />RPi�� = inslallatinn d;miugc rcduction I;ic�oc RF��x = crccp rcduclion fac�or. RP„ = durabilit}' mduclion faclor. <br />AiD -\lachinc Dircction (lun,itudinal dircctionl. XND - Cross \lachinc Dircctimi (transvcrsc direction) <br />D-I <br />