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Redi-Rock Wall-Preliminary Calculation <br /> JWB <br /> Analysis of Redi Rock wall <br /> input data <br /> Project <br /> Task Redi-Rock Wall-Preliminary Calculation <br /> Descript. : H=10.5,LL=0 psf, BS=Fiat,Crushed Stone Backfill <br /> Author : JWB <br /> Customer : RRI-Preliminary Design Charts <br /> Date 9/26/2008 <br /> Geometry <br /> No. Setback <br /> Description Count <br /> roup [in] <br /> 1 Block 41 6 1.25 <br /> 2 Block 28 1 1.25 <br /> Marne: Geornetty Stage <br /> iks150ft <br /> TIL <br /> I Mk <br /> n t <br /> ilk <br /> !„. <br /> 10.50 u <br /> M n <br /> 6ks;9.00ft <br /> a 0 <br /> n A 11 <br /> 11 It t <br /> SI I <br /> g 1.! <br /> 11= :2 P <br /> P <br /> I .1..7 <br /> 4 r <br /> 1= r <br /> 111=1111 * <br /> Base <br /> Geometry <br /> Upper setback al = 0.50 ft <br /> Lower setback a2 = 0.50 ft <br /> Height h = 1.00 ft <br /> Width b = 4.40 ft <br /> Material <br /> Soil creating foundation-Crushed Stone#57 <br /> Soil bearing capacity Rd=15000.0 psf <br /> 1 <br /> (Ge0 5.RntRokWaU vkustan 5 7 15.0 I Copyright(c)FINE no I WWW 00651:Aware oul <br />