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ForE#ZgڐwڋhwZZgZw Thickness SeeE$ZgXwhڔwZZgZgw"BEARING TABLE".!mk"vڭk7vZxkZ"vZkZ"vZmkZ7vZxkZ"v!mk rڭk5rZxkZ5rZmkZ rZkZ5rZxkZ5r5${lhpmڤpZ{lZwpSteel Load Plate5ھneoneo ZnZeoZnZeo5vngvڌg ZvZvgT5!tڝuuڲuZuZuZtZuZtZuZuZu5!tڗquڬqZuZqZtZqZtZqZuZq(گr?lr?l ZrZ?lZrZ?l(r?ls?l ZrZ?lZsZ?l$ڒeڙeZ$ZeNONE'ei ZZeZZi'e#e ZZeZ#Ze'ƒږeږe ZƒZeZZe'"7'eeCCVbO *Oˬ 'g#g ZZgZ#Zg'oh#oh ZZohZ#Zoh'i#i ZZiZ#Zi'#e#i Z#ZiZ#Ze'8څeڅe ZZeZ8Ze' ڈeھeZZeSCALE :'!eieTD  ZZ6e-eڤieZZwږwzwZvZMw" Cov.vwbwBwZvZw(Typ.)5!tvOvwvXJ ZtvZv$tvڇvwvZtvZvConcrete Bearing tvOvwڋvZtvZ^vSurfacee3Awvڲw w ZAwZvZwZ w3ڲwڡvx w ZwZ wZxZv3wڡvxڡv ZxZvZwZv,Awv_wvFBup!HNIHZAwZv%Awv_wvZAwZvZ_wZvZUwZvZYwZvZAwZv5!TvxګwڎxYK ZTvZTx$TvRxګwڎxZTvZaxSteel Load Plate!TvxNwVxZTvZ)x (Lm x Wm)d3$s x$sڜx Z$sZ xZ$sZx3ryxAsyx ZrZyxZAsZyx,rsxr~xFBup!ۊۊZrZyx%rsxr~xZrZyxZrZsxZrZyxZrZ~xZrZyx,stx$sxFBup!%u%uZ$sZyx%stx$sxZ$sZyxZsZxZ sZyxZsZtxZ$sZyx3ڟsڔxڠsx ZsZxZsZx3ڡsڮwڤsgx ZsZgxZsZw3ڟsږxڧsx ZsZxZsZx3گswsax ZsZaxZsZw3sڝx t y ZsZ yZ tZx3t.wEtcx ZtZcxZEtZ.w5!d|gkI}kUL Zd|Zk d|ڟk }kZd|ZkEdge of !d|gkI}ڣkZd|Zvk Masonry |,ڗqkڸq lFBup!ZqZl%ڗqkڸq lZqZlZqZ lZqZlZqZkZqZl5cplڙpl ZcpZlZpZl5ڮplpl ZpZlZpZl5qlڸql ZqZlZqZl5epjڜpj ZepZjZpZj5ڮpjpj ZpZjZpZj5pڌjږqj ZpZjZqZj( qcj qګj Z qZcjZ qZj( qj qll Z qZjZ qZll,vqڌjږqڛjFBup!W^AWZqZj%vqڌjږqڛjZqZjZzqZjZqZjZvqZjZqZj,%rFjDrQjFBup!ۊۊZ%rZLj%%rFjDrQjZ%rZLjZDrZFjZwZrZihJiFBup!rE|rZhZJi%h>ihJiZhZJiZhZEiZhZDiZhZ>iZhZJi,hSihfiFBup!e<3eZhZfi%hSihfiZhZfiZhZZiZhZ[iZhZSiZhZfi!hwi1hwi Z1hZwiZhZwi5!g\igژiZgZki Load Plate!zhhڶh*i ZhZhZzhZ*i!1h5iohwi ZohZ5iZ1hZwi,ڣhhڶhhFBup!GSVGZhZh%ڣhhڶhhZhZhZhZhZhZhZhZhZhZh(hhhli ZhZhZhZli(hڂihڠi ZhZiZhZi!1hwiڣhwi Z1hZwiZhZwi3ڃgگigiZgZiTyp.,ڨhڌiڿhڛiFBup!=_#=ZhZi%ڨhڌiڿhڛiZhZiZhZiZhZiZhZiZhZi,ڋhsiڣh{iFBup!ZhZwi%ڋhsiڣh{iZhZwiZhZ{iZhZwiZhZsiZhZwi(GkhGkli ZGkZhZGkZli(FkڂiFkڠi ZFkZiZFkZikkhxkh ZxkZhZkkZhkkhwkh ZwkZhZkkZhkkhvkh ZvkZhZkkZhkkhvkh ZvkZhZkkZhkkhukh ZukZhZkkZhkkhtkh ZtkZhZkkZhkkhtkh ZtkZhZkkZhkkhrkh ZrkZhZkkZhkkhqkh ZqkZhZkkZhkkhqkh ZqkZhZkkZhkkhqkh ZqkZhZkkZhkkhpkh ZpkZhZkkZhkkhokh ZokZhZkkZhkkhnkh ZnkZhZkkZhkkhnkh ZnkZhZkkZhkkhmkh ZmkZhZkkZhkkhnkh ZnkZhZkkZhkkhlkh ZlkZhZkkZhkkhkkh ZkkZhZkkZhFkڂiYkڕi ZYkZiZFkZiFkڂiYkڕi ZYkZiZFkZiFkڂiXkڕi ZXkZiZFkZiFkڂiXkڔi ZXkZiZFkZiFkڂiVkڒi ZVkZiZFkZiFkڂiWkړi ZWkZiZFkZiFkڂiVkڒi ZVkZiZFkZiFkڂiUkڒi ZUkZiZFkZiFkڂiUkڑi ZUkZiZFkZiGkڂiTkڏi ZTkZiZGkZiFkڂiSkڏi ZSkZiZFkZiFkڂiSkڏi ZSkZiZFkZiFkڂiRkڎi ZRkZiZFkZiGkڂiQkڍi ZQkZiZGkZiFkڂiPkڍi ZPkZiZFkZiFkڂiPkڌi ZPkZiZFkZiFkڂiOkڋi ZOkZiZFkZiFkڂiMkڊi ZMkZiZFkZiGkڂiMkډi ZMkZiZGkZiFkڂiLkڈi ZLkZiZFkZiFkڂiMkډi ZMkZiZFkZiGkڂiKkڇi ZKkZiZGkZiFkڂiJkڇi ZJkZiZFkZiGkڂiJkچi ZJkZiZGkZiFkڂiJkچi ZJkZiZFkZiFkڂiHkڅi ZHkZiZFkZiFkڂiIkڅi ZIkZiZFkZiFkڂiGkڄi ZGkZiZFkZiFkڂiGkڃi ZGkZiZFkZi!iڠi kڠi ZiZiZ kZi!iڠiiFj ZiZiZiZFj!iFjڵij ZiZFjZiZj!ڵijڵiگk ZiZjZiZk! kڠi kFj Z kZiZ kZFj!ZjFj kj Z kZFjZZjZj!ZjjZjگk ZZjZjZZjZk(Oiھijھi  ZOiZiZjZi(OiڠiOiھi  ZOiZiZOiZi(jڠijھi  ZjZiZjZi3rjiڳj_j ZjZ_jZrjZi,gjھiujiF Bup!:ZS:ZgjZi%gjھiujiZgjZiZujZiZojZiZmjZiZgjZi3ڳj_j8k_j ZjZ_jZ8kZ_j5!LkCj#ljZLkZRj Sole Plate(}iڊi}iڴi  Z}iZiZ}iZi(ڑiڊiڑiڴi  ZiZiZiZi(}iڊiڑiڊi  Z}iZiZiZi(uiڂi}iڊi  ZuiZiZ}iZi(ڑiڂiڙiڊi  ZiZiZiZi(}iڴiڑiڴi  Z}iZiZiZi(iڠiڏiڣi  ZiZiZiZi(iڥiڏiڨi  ZiZiZiZi(iڪiڏiڭi  ZiZiZiZi(iڰiڏiڳi  ZiZiZiZi(}iڢiڑiڦi  ZiZiZ}iZi(}iڧiڑiګi  ZiZiZ}iZi(}iڭiڑiڰi  ZiZiZ}iZi(uiڂiڙiڂi  ZuiZiZiZi(iڊiiڴi  ZiZiZiZi(jڊijڴi  ZjZiZjZi(iڊijڊi  ZiZiZjZi(iڂiiڊi  ZiZiZiZi(jڂijڊi  ZjZiZjZi(iڴijڴi  ZiZiZjZi(iڠijڣi  ZjZiZiZi(iڥijڨi  ZjZiZiZi(iڪijڭi  ZjZiZiZi(iڰijڳi  ZjZiZiZi(iڢijڦi  ZjZiZiZi(iڧijګi  ZjZiZiZi(iڭijڰi  ZjZiZiZi(iڂijڂi  ZiZiZjZi(ڑjڊiڑjڴi  ZjZiZjZi(~jڊi~jڴi  Z~jZiZ~jZi(~jڊiڑjڊi  ZjZiZ~jZi(ڑjڂiڙjڊi  ZjZiZjZi(ujڂi~jڊi  ZujZiZ~jZi(~jڴiڑjڴi  ZjZiZ~jZi(jڠiڐjڣi  ZjZiZjZi(jڥiڐjڨi  ZjZiZjZi(jڪiڐjڭi  ZjZiZjZi(jڰiڐjڳi  ZjZiZjZi(~jڢiڑjڦi  Z~jZiZjZi(~jڧiڑjګi  Z~jZiZjZi(~jڭiڑjڰi  Z~jZiZjZi(ujڂiڙjڂi  ZjZiZujZi3ڇjڴij1j ZjZ1jZjZi3j1j\k1j ZjZ1jZ\kZ1j,ڇjڴiږjiF Bup!:ZS:ZjZi%ڇjڴiږjiZjZiZjZiZjZiZjZiZjZi5$lkjlOjZlkZ"jFlat-Head Screw.hgkjg ZhZgZkjZg5!gKy~jڿyiN ZgZy+gڃy3jڿyZgZy(N-1) layers of" Thick steel*gKy~jڇyZgZZysheets (See "BEARING TABLE)"5#mڿwowZmZw" Min. (Typ.)5#ڡmډwnwZmZw" Cov. (Typ.)3gڰn)hnZgZn"3!HsaxtڝxZHsZpx " (Min.).3!wgwwڣwZwZvw " (Min.).5OhuڋhvbZ|hZu1"5Ohsڋh,sbZ|hZs1"3!pxw(yAwZpxZw " (Min.).5qډrrڥrbZqZr1"5qWuqsubZqZWu1"5xiyjbZyZi"5xڇkykbZyZk"5!ڑ|ځjڍ~-kO Z|Zj'ڑ|jy~-kZ|Zk" thick Washer Plate.)ڑ|ڹj~~jZ|ZjFor hole diameter, ( s)&ڑ|ځjڍ~ڽjZ|Zjsee "BEARING TABLE".5pkqBkbZqZk6"5!3ڃjڋjrQ (Z3Zj03ڻjڋj"Z3Zj(Manufacturer shall provide the weld size.3ڃjDڿj Z3Zj#(minimum size of weld shall be "). 5!wsTiuieR ZwsZi)wsڌiڹuiZwsZiAnchor Plate (4" X" X 4"(wsTiuڐiZwsZciAASHTO M270 Galvanized)45!(s#mxwmS /Z(sZym/(sړmڤvm!Z(sZm&" Expansion Bearing - " Thick Washer4(s[mxwڗm&Z(sZjm/Plate (AASHTO M270 Galvanized) For length (Awp).(s#mڋv_m Z(sZ2m#and width (Bwp) see "BEARING TABLE"l5!-nTg ogwT ZnZg"-nڤg ogZ-nZg MAX. DESIGN En|gnڬgZEnZgREACTIONmnTgnڄgZmnZ`g(KIPS)5!oRgڑpgvU Z0pZgoڢgypgZoZgLOAD |!ozgڑpڪgZoZg THICKNESS oRgipڂgZoZ^gT2 (IN)S5!qqGg3rڟgSV ZqZsg!qqog3rڟgZqqZ{g THICKNESSڸqGgqwgZqZSg(IN)5!arIgrڡgPW ZrZugڛrqgڰrڡgZrZ}gNarIgrygZarZUgLAYERS5!(sIg\sڡgOX ZBsZug,sqgYsڡgZ,sZ}gLm(sIg\sygZ(sZUg(IN)5!ڍsJgsڢgOY ZsZvgڍsrgsڢgZsZ~gWmڑsJgszgZsZVg(IN)5!sJg*tڢgOZ ZtZvgtrg tڢgZtZ~gT1sJg*tzgZsZVg(IN)5!ZtJgڎtڢgO[ ZttZvg]trgڋtڢgZ]tZ~gFmZtJgڎtzgZZtZVg(IN)5!ھtHgtڠgO\ ZtZtgھtpgtڠgZtZ|gGmھtHgtxgZtZTg(IN)5!#uIgWuڡgO] Z=uZug#uqgWuڡgZ#uZ}gAm#uIgWuygZ#uZUg(IN)5!چuKgںuڣgO^ ZuZwgڈusgڸuڣgZuZgBmچuKgںu{gZuZWg(IN)5!uHgvڠgO_ ZvZtgupg vڠgZuZ|gEuHgvxgZuZTg(IN)5!KvHgvڠgO` ZevZtg[vpgnvڠgZ[vZ|gEKvHgvxgZKvZTg(IN)5!ڱvIgvڡgOa ZvZugڸvqgvڡgZvZ}gEzڱvIgvygZvZUg(IN)5wGgHwwgZwZSg(IN)5!ywIgڭwڡgOb ZwZugډwqgڞwڡgZwZ}gHywIgڭwygZywZUg(IN)5wGg xwgZwZSg(IN)5!*yKg^yڣgOc ZDyZwg4ysgSyڣgZ4yZgW*yKg^y{gZ*yZWg(IN)5!ڼyIgzڡgPd ZyZugڼyqgzڡgZyZ}gAwp)yIgyygZyZUg(IN)5!#zHghzڠgPe ZEzZtg#zpghzڠgZ#zZ|gBwp)+zHg_zxgZ+zZTg(IN)5!ڍzJgzڢgOf ZzZvgڛzrgڲzڢgZzZ~gCڍzJgzzgZzZVg(IN)5!zHg&{ڠgOg Z {Ztg{pg{ڠgZ{Z|gDzHg&{xgZzZTg(IN)5!U{Igډ{ڡgOh Zo{Zug[{qgڃ{ڡgZ[{Z}gT3U{Igډ{ygZU{ZUg(IN)5!ڶ{Ig{ڡgOi Z{Zugڼ{qg{ڡgZ{Z}gT4ڶ{Ig{ygZ{ZUg(IN)5l~ڰg~gZl~ZgP5!>~Ag~~gpj Z^~ZgD~ڑgw~gZD~ZgPIN)>~ig~~ڙgZ>~ZugDIA.D~Agx~qgZD~ZMg(IN)5!p}=g$~ڽguk Z}Z}g!p}ڍg$~ڽgZp}Zg HOLE DIA. ځ}eg~ڕgZ}ZqgFOR PINAڰ}=g}mgZ}ZIg(IN)5!|PgK}grl Z }Zg|ڠgK}gZ|ZgLL W/O|xg%}ڨgZ|ZgIMPW|Pg;}ڀgZ|Z\g(KIPS)5!|cgڤ|ڻgRm Z_|Zg|ڋgڤ|ڻgZ|ZgDL+SDL/|cgڐ|ړgZ/|Zog(KIPS)'+{ږcmZZhSTANDARD DRAWING PLATE 2.5-15!uduwvn ZuZu(uuwvZuZuRectangular Elastomeric&uڜuڝwuZuZuBearing Pad & Steeleudu}vڠuZuZsuLoad |5 yIuAyu::Z yZvu*5#k k::ZZPk*5!%9kƃڭkuo +Z%Zsk/%qkyڭk!Z%Zk&The note should be modified to reflect2%9kƃuk$Z%ZHk+applicable year and updated Specifications.5!/xBgxڨgSp ZxZugKxxgڼxڨgZKxZgBOLTSR /xBgxrgZ/xZNgPER BRG.nqenqg ZnqZeZnqZg{le{lg Z{lZeZ{lZg5Nqڙgjqg@@ZNqZg*5!ږp=gvqgq ZqZg!ږpڵgvqgZpZg ONE WAY pڍg9qڽgZpZgLONG.A ڤpeggqڕgZpZqgMOVEMENTp=g qmgZpZIg(IN)5j\ejڼe@@ZjZte*5!je;yڵe$r ZjZieojye;yڵeaZjZeOne way longitudinal movement is the maximum movement (Expansion or Contraction) of the Superstructure when bearings are set at 68^ F. This includes 1" of tolerance.njKeyڇe`ZjZZeWhen the bearings are to be set at temperatures other than 68^, reference AASHTO LRFD Bridge Design Specifications, Articles 3.12.2.1 and 3.12.2.2 for guidance fore1jeڸnYe#ZjZ,e*setting temperatures and bearing movement.+ڲ@g,ڒgZZUgREINFORCED ELASTOMERIC BEARING, lt-luFBup!mBZ lZt% lt-luZ lZtZ-lZtZ#lZtZ)lZuZ lZt,ltluFk}yq9ZffZ lZt& ltlt `BNz`BNz{ֵOج35!Ox}&lt lu `BNz`BNzX֛O׬تO93mڍunڍu ZmZuZnZuhڢnڳiڢn ZiZnZhZnCz>w3{>w Z3{Z>wZCzZ>w5!n wnowwXs ZnZBw$n;wnowwZnZJwConcrete Bearing n wڞnIwZnZwSurfacee5!aqx(sTy_t ZaqZy$aqyڕrTyZaqZ'y(N-1) layers of'aqx(s&yZaqZx" Thick steel sheets5!=lڤhڪmiXu Z=lZh$=lhڪmiZ=lZhConcrete Bearing =lڤhlhZ=lZhSurfacee7!ڢ}ڶvڞwv 4ppZ}ZVw%ڢ}ڮwwppZ}ZwNOTE TO DESIGNER: ڢ}pwں}ڸwppZ}Zw 6ڢ}2wڞzw(ppZ}ZDw4THIS SHEET IS NOT TO BE PLACED INTO THE CONTRACT SET5ڢ}v܃Qyڔq3q0ZQyZqC 200^ F Temperature shall be controlled by the welding procedure.eQy\qeyژqZQyZkq JQy$qB`q<ZQyZ3q\6. The size of weld (W) shall be determined by the designer. Minimum weld size shall be ".Qypey(qZQyZp FQyڴp;p8ZQyZpT7. Anchor Bolt shall be threaded as shown in "ANCHOR BOLT DETAIL FOR ALL BEARINGS".MQy|pڐڸp?ZQyZpb The nut shall be tightened to the satisfaction of the Engineer and the Anchor Bolt tip shall beIQyDp:ڀp;ZQyZSpZ removed " above the top of the nut. Anchor Bolts, Plates, Washer Plates and Nuts shallMQy pHp?ZQyZpa conform to the requirements of NJDOT Standard Specifications for Road and Bridge Construction.eQyoeypZQyZo MQyڜobo?ZQyZob8. This drawing represents straight simple span bridge structure. For clarity purposes no lateral'QydoW{ڠoZQyZso bracings are shown.Qy,oeyhoZQyZ;o 2Qynڣ|0o$ZQyZo,9. All anchor bolts shall be cast-in-place.QyڼneynZQyZn OQyڄnډnAZQyZne10. If the design indicates that there will be no tension under any loading condition, the plate andd)QyLnv{ڈnZQyZ[n nuts are not required.tQyneyPnZQyZ#n NQymڵn@ZQyZmd11. The furnishing of Reinforced Elastomeric Bearings shall conform to the provisions of Subsection1Qyڤm|m#ZQyZm) 503.08 of the Standard Specifications.eQylmeyڨmZQyZ{m MQy4mgpm?ZQyZCmb12. The Designer shall reference the criteria of Subsection 1.24.20 of the Bridges and Structures4Qyl3}8m&ZQyZ m/ Design Manual for submission of final plans.o( ƄiƄVi ZƄZiZƄZViQI(ńVi#Vi ZńZViZ#ZVi5!iޅWiZZ*i BDC04MB-015!iڈsLk4t|E ZiZs#isj4tZiZt Pin Dia. P #isLksZiZs(See "BEARING  iڈsژjsZiZsTABLE")E5!TgښjVik_P ZTgZj)TgjVikZTgZj(N-1) layers of " Thick"Tgښj:hjZTgZj steel plates5!*n k[p%lF Z*nZk)*nkRp%lZ*nZkExpansion/Fixed Bearing -)*nڱk[pkZ*nZkfully threaded H.S. Anchor'*nyk pڵkZ*nZkBolt (A449 Galvanized)(*nAkp}kZ*nZPkFor bolt diameter see&*n koEkZ*nZkin "BEARING TABLE". 5!CsYjvk@ )ZCsZj1Csjvk#ZCsZj)Fixed Bearing - { of m Diameter hole in.CsڑjAvj ZCsZj#Masonry Plate for Anchor Bolt. (Seeo(CsYjڀuڕjZCsZhj"BEARING TABLE" for m)