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"????  @  ??"??? ? @  ???"??    ?$?@  ? ? $?`  ? ? $??`    $ ?p  ?   $`?x? ? ? !?? %`8 ?  ! &p<   ! ?&?p?<  ! &?<?  ?"? &<  "? ( > ? # (?  >#? (  ># ?(???  ~$??*?  ~?$??*  $?*?  %*??  @&?+ ? ?& , ?? ?& ,? ??& , ?? ' . ? (.? (?/ ?)?0 ?)0 *?0? ?+2 +2? ??+ 3 ?- 4- 5. 6?.?608 09 ?1 Ȁ: ?1 ; 3<? 4?? 5Ax ?6D ?  ?? ?     ?A13LOGO.WPGM x(Table_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_A EE%% g % %lP h+Q3|x ;U 5W!8|jXXdd8   _eXXe88d XXd8*PQddd Xdd Xdd X##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thegeometryandmaterialspecificationsforthisboltandnutarefoundin_AASHTO_ԀM180.TheboltshallhaveM16x2threadsasdefinedinANSIB1.13MforClass6gtolerances.BoltmaterialshallconformtoASTMF568forClass4.6(400_MPa_Ԁtensilestrengthand240_MPa_Ԁyieldstrength).MaterialforcorrosionresistantboltsshallconformtoASTMF568forclass8.8.3bolts(830_MPa_tensilestrengthand660_MPa_Ԁyieldstrength).ASTMF568Class8.8.3boltsandnutshavecorrosionresistancecomparabletoASTMA588steels.Zinccoatedboltheadsshallbemarkedwiththesymbol"4.6"asdefinedinASTMF568section9.NutsshallhaveANSIB1.13MM16x2Class6Hthreads.Thegeometryofthenuts,withtheexceptionoftherecessshowninthedrawing,shallconformtoANSIB18.2.4.1MStyle1forzinccoatedhexnuts(shownondrawing)andANSIB18.2.4.6Mheavyhexcorrosionresistancenuts(notshownondrawing).MaterialforzinccoatednutsshallconformtotherequirementsofASTMA563MforClass5andmaterialforcorrosionresistantnutsshallconformtotherequirementsofASTMA563MforClass8S3.Whenzinccoatedboltsandnutsarerequired,thezinccoatingshallconformtoeither_AASHTO_M232(ASTMA153)forClassCor_AASHTO_ԀM298(ASTMB695)forClass50.Zinccoatednutsshallbetappedoversizeasspecifiedin_AASHTO_ԀM291M(ASTMA563M)exceptthatadiametricalallowanceof510mmshallbeusedinsteadof420mm.WCX x (#%'0*,.8135@8:<H?AXW  QhStressAreaofQ3MinimumBolt    DesignatorQ hThreadedBoltShankQ3BoltStrength    Qtt#h(mm2)Q7(_kN_)   x   ? ' xdEXW? Xx   FBB015Q~~#h157.0Q762.8   ?_ ? ' kxdEX? 7 Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  ^~# TheseboltsandnutsareusedinnumerousguardrailandmedianbarrierdesignsincludingtheSGR02,SGM02,SGR04ab,SGM04ab,SGR09ac,andSGM09ac.TheyarealsousedinguardrailterminaldesignsSEW01throughSEW10,theguardrailtobridgerailtransitiondesignsSTB01throughSTB06,andavarietyofotherguardrailandbridgeraildesigns. ^ K/v" ) X P(   X^@@GUARDRAILBOLTANDRECESSEDNUT \ K/*(* X    XH\@ FBB0105 F 3$X,x*+  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*, H X   H]SHEETNO. = ,!.,-"  =DATE 1'!.,."  1 @ /h.,. H   hH@2of2 = ,!/-/"  ="US --  03-23-00!  1'!/-0"  1'X/x-0 H h   '  0.0 * Rddx x  PQ##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BoltsshallbemanufacturedaccordingtothegeometricspecificationsincludedinANSIB18.5.2.2M.MaterialforzinccoatedboltsshallconformtoASTMA568forClass4.6(400_MPa_tensilestrengthand240_MPa_Ԁyieldstrength)andmaterialforcorrosionresistantboltsshallconformtoASTMA568Class8.8.3(830_MPa_Ԁtensilestrengthand660_MPa_Ԁyieldstrength).ThreadsshallconformtoANSIB1.13MforClass6gthreads.Zinccoatedboltheadsshallbemarkedwiththesymbol"4.6"andcorrosionresistantboltsshallbemarkedwiththesymbol"8.8.3"asspecifiedinsection9ofASTMA568.    ZinccoatednutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.1MformetricStyle1hexnuts(shownindrawing).CorrosionresistantnutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.6Mforheavyhexnuts(notshownindrawing).ThreadsshallconformtoANSIB1.13MforClass6Hthreads.Nutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)Class5forzinccoatednutsand_AASHTO_ԀM291M(ASTMA563M)class8S3forcorrosionresistantnuts.Zinccoatedboltsandnutsshallbetreatedaccordingtoeither_AASHTO_ԀM232(ASTMA153)forClassCor_AASHTO_ԀM298(ASTMB695)forClass50.  QhStressAreaofQ3MinimumBolt  @   DesignatorQ hThreadedBoltShankQ3BoltStrength    Qtt#h(mm2)Q7(_kN_)   x   ? ' xdEX?    FBC10aQ#h58.0Q723.2    FBC12aQ#h84.3Q733.7 g   FBC14aQ~~#h115.0Q746.0 ?_   FBC16aQ~~#h157.0Q762.8 7   FBC20aQ~~#h245.0Q798.0  ? ' =xdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE .%  Carriageboltsareusedinseveralbridgerailsystems. &  ^ K/ ' X P(   X^@#@CARRIAGEBOLT \ K/*(( X    XH\@ FBC1020 F 3$X,x*)  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x** H X   H]SHEETNO. = ,!.,+"  =DATE 1'!.,,"  1 @ /h.,, H   hH@2of2 = ,!/--"  ="&US --US --&  03-23-00!  1'!/-."  1'X/x-. H h   '  0.. *Sddx x   R##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HookboltsshallhaveM8x1.25metricthreadsasdefinedinANSIB1.13MforClass6gthreads.ZinccoatedhookboltmaterialshallconformtoASTMF568forClass4.6bolts(tensilestrength400_MPa_Ԁandyieldstrengthof240_MPa_).CorrosionresistantboltmaterialshallconformtoASTMF568forClass8.8.3bolts(830_MPa_Ԁtensilestrengthand660_MPa_Ԁyieldstrength).Theendofthehookboltshallbemarkedwiththesymbol"4.6"ifzinccoatedand"8.8.3"ifmanufacturedwithcorrosionresistantsteelasspecifiedinASTMF568Section9.Thehookboltsshallconformtothedimensionsandtolerancesgivenin_IFI_Ԁ524forroundbendhookbolts.Bolts,asinstalled,shalldevelopanultimatehookpullopenstrengthoffrom2to4.5_kN_Ԁappliedinadirectionnormaltothelongitudinalaxisofthepost.ZinccoatednutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.1MformetricStyle1hexnuts(shownindrawing).CorrosionresistantnutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.6M(notshownindrawing).ThreadsshallbeM8x1.25Class6HasdefinedinANSIB1.13M.Zinccoatednutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)forClass5nuts.Corrosionresistantnutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)forClass8S3nuts.Zinccoatedboltsandnutsshallbetreatedaccordingto_AASHTO_ԀM232(ASTMA153)forClassor_AASHTO_ԀM298(ASTMB695)forClass50.  QhStressAreaofQ3MinimumBolt    DesignatorQ hThreadedBoltShankQ3BoltStrength    Qtt#h(mm2)Q7(_kN_)   Xx ? ' rxdEX/? 0P   FBH013Q#h36.6Q714.6 7 ? ' TxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  6V$ Thishookboltisforfasteningwireropes(RCM01)towoodpostsPDE10andPDE11andsteelpostsPSE01andPFE01intheSGR01acfamilyofguardrails. ^ K/ ' X P(   X^@P P @CABLEHOOKBOLTANDNUT \ K/*(( X    XH\@ FBH0103 F 3$X,x*)  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x**  H X   H]SHEETNO. = ,!.,+"  =DATE 1'!.,,"  1 @ /h.,, H   hH@2of2 = ,!/--"  ="&US --US --&  03-23-00!  1'!/-."  1'X/x-. H h   '  0.. _*Tddx x  S##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HookboltsshallhaveM8x1.25metricthreadsasdefinedinANSIB1.13MforClass6gthreads.MaterialforzinccoatedboltsshallconformtoASTMF568forClass4.6bolts(tensilestrength400MPaandyieldstrengthof240MPa).MaterialforcorrosionresistanthookboltsshallconformtoASTMF568forClass8.8.3bolts(830MPAtensilestrengthand660MPayieldstrength).Theendofthehookboltshallbemarkedwiththesymbol"4.6"ifzinccoatedand"8.8.3"ifcorrosionresistantsteelisusedasspecifiedinASTMF568section9.ThehookboltsshallconformtothedimensionsandtolerancesgiveninIFI524forroundbendhookbolts.Bolts,asinstalled,shalldevelopanultimatehookpullopenstrengthoffrom2to4.5kNappliedinadirectionnormaltothelongitudinalaxisofthepost.ZinccoatednutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.1MformetricStyle1hexnuts(shownindrawings).CorrosionresistantnutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.6M(notshownindrawing).ThreadsshallbeM8x1.25Class6HasdefinedinANSIB1.13M.ZinccoatednutsshallconformtotherequirementsofA563MforClass5nuts.CorrosionresistantnutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass8S3nuts.ZinccoatedboltsandnutsshallconformtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)Class50.  QhStressAreaofQ3MinimumBolt    DesignatorQ hThreadedBoltShankQ3BoltStrength    Qtt#h(mm2)Q7(kN)  ? ' xdEXW? Xx   FBH04Q#h36.6Q714.6 ?_ ? ' kxdEX? 7 Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  ^~# Thishookboltisforfasteningwireropes(RCM01)tosteelposts(PSE01andPFE01)inthestandardSGR01abcableguardrails.Thishookbolteliminatestheneedforonenutonsteelpostsystems.Theshoulderisnotwideenoughtoprovidebearingsurfaceonwoodposts. ^ K/& X P(   X^@PP@SHOULDEREDCABLEHOOKBOLTANDNUT \ K/*(' X    XH\@FBH04 F 3$X,x*(  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*) H X   H]SHEETNO. = ,!.,*"  =DATE 1'!.,+"  1 @ /h.,+ H   hH@2of2 = ,!/-,"  ="&US --US --&  03-23-00!  1'!/--"  1'X/x-- H h   '  0.- *Uddx x  T##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HexlagscrewsshallbemanufacturedaccordingtothegeometricspecificationsincludedinANSIB18.2.3.8MandshallconformtotherequirementsofASTMF568forClass4.6material(400MPatensilestrengthand240MPayieldstrength).LagscrewsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)orAASHTOM298(ASTMB695)forClass50.BoltheadsshallbemarkedasspecifiedinASTMF568Section9withthesymbol"4.6."Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  AnFBL16lagscrewisusedintheSTB03guardrailtobridgerailtransitiondesign. ^ K/@ `  X P(   X^@%@LAGSCREW \ K/*( X    XH\@ FBL0524 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*! H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '_  0. *Vddx x  U##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 CapscrewsshallbemanufacturedaccordingtothegeometricspecificationsshowninANSIB18.2.3.1M.ThreadsshallconformtoANSIB1.13MClass6g.MaterialfortheboltsshallbeASTMF738ClassF145stainlesssteel(tensilestrengthof450_MPa_).Screwheadsshallbemarkedwiththesymbol"F145"asspecifiedinsection14ofASTMF738.DeviationinmaterialspecificationsfortoggleandtoggleboltareacceptabletomeetbuyAmericanact,butminimumtensileloadmuststillbemet.̀WashersshallconformtothegeometryofANSIB18.22M.Thewashersmaybeeitheraluminumorstainlesssteel.AluminumwashersshallconformtothemechanicalrequirementsofASTMB209foralloy2024T3.StainlesssteelwashersshallmeetthematerialrequirementsofASTMF738forpropertyclassF145(alloy430)orbetter.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  p CapscrewsandwashersareinsertedthroughthefaceofbridgepostsPAF02andPAF07andintotherailclampFPC01orFPC02.TherailclampsecurestheRAM02,RAM06,andRAM07railstotheposts. ^ K/Hh! X P(   X^@  @CAPSCREWANDWASHER \ K/*(" X    XH\@ FBS1216 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$+ H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *Wddx x  V##,x ,x , ,x ,x , ,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BoltsshallbemanufacturedaccordingtothegeometricspecificationsincludedinANSIB18.2.3.5M.ThreadsshallconformtoANSIB1.13MforClass6gthreads.MaterialforzinccoatedboltsshallconformtoASTMF568forClass4.6(400_MPa_Ԁtensilestrengthand240_MPa_Ԁyieldstrength).MaterialforcorrosionresistantboltsshallconformtoASTMF568forClass8.8.3(830_MPa_Ԁtensilestrengthand660_MPa_Ԁyieldstrength).BoltheadsshallbemarkedasspecifiedinASTMF568Section9withthesymbol"4.6"ifzinccoatedand"8.8.3"ifcorrosionresistantsteelisused.ZinccoatednutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.1MformetricStyle1hexnuts(shownindrawing).CorrosionresistantnutsshallbemanufacturedaccordingtothedimensionsantolerancesinANSIB18.2.4.6Mforheavyhexnuts(notshownindrawing).ThreadsshallconformtoANSIB1.13MforClass6H.Zinccoatednutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)forClass5nuts.Corrosionresistantnutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)forClass8S3nuts.Zinccoatedboltsandnutsshallbetreatedaccordingtoeither_AASHTO_ԀM232(ASTMA153)or_AASHTO_ԀM298(ASTMB695)forClass50.  QhStressAreaofQ3MinimumBolt    DesignatorQ hThreadedBoltShankQ3BoltStrength    Qtt#h(mm2)Q7(_kN_)  ? ' xdEXW? Xx   FBX06aQ#h20.1QFF88.0 ?_   FBX08aQ#h36.6Q714.6 7   FBX10aQ#h58.0Q723.2    FBX12aQ#h84.3Q733.7    FBX14aQ~~#h115.0Q746.0     FBX16aQ~~#h157.0Q762.8 w!   FBX20aQ~~#h245.0Q798.0 Oo"   FBX24aQ~~#h353.0Q7141.0 'G#  ? ' "xdEX?  A ) "xd EXA  $ Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  F#f!* Theseboltsandnutsareusedinnumerousbarrierdesigns. ^ K/&$F"+ X P(   X^@ !@HEXBOLTANDNUT \ K/*(, X    XH\@\\FBX06a    24a            2__  __  ԍ񍍍24a_ԍ4a     F 3$X,x*-  FYIEz Lp8`.(#LLJ@@@EX,p88G+ ] L4X,x*.5 H X   H]SHEETNO. = ,!.,/"  =DATE 1'!.,0"  1 @ /h.,0 H   hH@2of2 = ,!/-1"  ="&US --US --&  03-23-00!  1'!/-2"  1'X/x-2 H h   '  0.2 *Xddx x  W##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BoltsshallbemanufacturedaccordingtothegeometricspecificationsincludedinANSIB18.2.3.5MusingmaterialconformingtoASTMF568Class9.8(900_MPa_Ԁtensilestrengthand720_MPa_Ԁyieldstrength).ThreadsshallconformtoANSIB1.13MClass6g.Boltheadsshallbemarkedwiththesymbol"9.8"asspecifiedinASTMF568section9.NutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.2MspecificationsformetricStyle2hexnuts.Zinccoatednutsshallconformtotherequirementsof_AASHTO_ԀM291M(ASTMA563M)forClass12nuts.NutthreadsshallconformtoANSIB1.13MforClass6H.Boltsandnutsshallbezinccoatedaccordingtoeither_AASHTO_ԀM232(ASTMA153)or_AASHTO_M298(ASTMB695)Class50.  QhStressAreaofQ3MinimumBolt     DesignatorQ hThreadedBoltShankQ3BoltStrength     Qtt#h(mm2)Q7(_kN_)    ? ' *xdEXo? p   FBX06bQ#h20.1Q718.1 Ww   FBX08bQ#h36.6Q732.9 /O   FBX10bQ#h58.0Q752.2 '   FBX12bQ#h84.3Q775.9    FBX14bQ~~#h115.0Q7104.0  ? ' xdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Theseboltsandnutsareusedinnumeroussystemdesigns. ^ K/f# X P(   X^@  @HIGHSTRENGTHHEXBOLTANDNUT \ K/*($ X    XH\@PPFBX06b_Ԅ       __    __    __  ԍ  14b_ԍ  Ԉ G 4%X,x*%  GYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&?# H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* _*Yddx x  X##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HighstrengthstructuralhexboltsshallconformtotherequirementsofAASHTOM164M(ASTMA325M)andshallbemanufacturedaccordingtothegeometricspecificationsincludedinANSIB18.2.3.7M.ThreadsshallconformtoANSIB1.13MforClass6g.MaterialforzinccoatedboltsshallconformtoAASHTOM164M(ASTMA325M)forType1bolts(800MPatensilestrengthand660MPayieldstrength)andshallbeartheheadidentificationmarking"8S"and"A325M."MaterialforcorrosionresistantboltsshallconformtoAASHTOM164M(ASTMA325M)Type3boltsandshallbeartheheadidentificationmark"8S3"and"A325M."HighstrengthstructuralnutsshallbemanufacturedaccordingtoAASHTOM291M(ASTMA563M)usingthegeometryofANSIB18.2.4.6M.ThreadsshallconformtoANSIB1.13Mforclass6Hthreads.ZinccoatednutsshallconformtoAASHTOM291M(ASTMA563M)forClass10Snutsandshallbeartheidentificationmark"10S."CorrosionresistantnutsshallcomplytoAASHTOM291M(ASTMA563M)forClass8S3nutsandshallbeartheidentificationmark"8S3."ZinccoatedboltsandnutsshallbetreatedaccordingtoeitherAASHTOM232(ASTMA153)forClassCorAASHTOM298(ASTMB695)forClass50.  QhStressAreaofQ3MinimumBolt Hh   DesignatorQ hThreadedBoltShankQ3BoltStrength  @   Qtt#h(mm2)Q7(kN)    ? ' xdEX?    FBX16bQ~~#h157.0Q7130.0    FBX20bQ~~#h245.0Q7203.0    FBX22bQ~~#h303.0Q7251.0 g   FBX24bQ~~#h353.0Q7293.0 ?_   FBX27bQ~~#h459.0Q7381.0 7   FBX30bQ~~#h561.0Q7466.0    FBX36bQ~~#h817.0Q7678.0  ? '  xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  & Theseboltsandnutsareusedinvariousbarrierdesigns. ^ K/!( X P(   X^@@HIGHSTRENGTHSTRUCTURALHEXBOLT&NUT \ K/*() X    XH\@PPFBX16b    ԍ 36b  Ԉ G 4%X,x**  GYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*+I( H X   H]SHEETNO. = ,!.,,"  =DATE 1'!.,-"  1 @ /h.,- H   hH@2of2 = ,!/-."  ="&US --US --&  03-23-00!  1'!/-/"  1'X/x-/ H h   '  0./ *Zddx x  Y##,x ,x , +  9 &  P(X 9  SPECIFICATIONS  0   ThreadsforthestudshallbemanufacturedaccordingtoANSIB1.13MM24x3Class6gpitchthreads.Thecableshallbeswagedintothefitting.ThestudshallconformtoASTMF568Class8.8materialandshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)forClassCorAASHTOM298(ASTMB695)forClass50.The10mmslotforthelockingpinshallbemilledintothestudendpriortotheapplicationofthezinccoating.̀TheswagedfittingshallbemachinedfromhotrolledcarbonsteelconformingtoASTMA576,Grade1035andzinccoatedaccordingtoAASHTOM111(ASTMA123)beforeswaging.Thematerialshallbeannealedsuitablyforcoldswaging.Alockpinholetoaccommodatea6mmplatedspringsteelpinshallbedrilledthroughtheheadoftheswagedfittingtoretainthestudintheproperposition.Thewireropeshallbe19mmdiameter6x19wirestrandcoreorindependentwireropecore(IWRC),zinccoated,rightregularlaywireropeconformingtoAASHTOM30.Thewireropesteelshallbeimprovedsteelwithaminimumbreakingstrengthof190kN.Theswagedfitting,studandnutshalldevelopthebreakingstrengthofthewirerope.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.  INTENDEDUSE     AnchorcableFCA01isusedinanchorageassembliesforseveralWbeamterminalsincludingthetrailingendterminal(SEW02),breakawaycableterminal(SEW03abandSEW04ab),andthemodifiedeccentricloaderterminal(SEW05).ThiscableisusedwithanchorbracketFPA01,terminalWbeamrailsectionRWM14aapostbearingplateFPB01,andpostsleeveinsertFMM02.AnchorcableFCA02isusedintheSEW09bullnosemedianbarrierterminal.ThecableisusedandanchorbracketFPA01,bullnoseanchorrailsectionsRWM13a,postbearingplateFPB01andpostsleeveinsertFMM02. ^ K/$ X P(   X^@X X @BCTCABLEANCHORASSEMBLY \ K/*(% X    XH\@ FCA0102 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'S- H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *[ddx x  Z##,x ,x , +  9 &  P(X 9  SPECIFICATIONS  0   TheUboltcableclipsshallhaveANSIB1.13MM20x2.5Class6gpitchthreads.TheclipsshallconformtoASTMF568Class4.6material.NutsshallbemanufacturedaccordingtothedimensionsandtolerancesincludedinANSIB18.2.4.1MforStyle1nutsandshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass5nuts.NutthreadsshallconformtoANSIB1.13MforClass6HM20x2.5threads.TheuboltclipandnutsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)forClassCorAASHTOM298(ASTMB695)forClass50.̀Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.  INTENDEDUSE  0    UboltcableclipsareusedinassociationwiththeSGR01accableguardrails.ThreeclipsareusedintheSEC01cableguardrailterminaltopreventthePSE06anchorpostfromrotatinginthewrongdirectionduringanimpact.OneFCC20isattachedtoeachRCM01cableintheSEC01terminalonthenonimpactsideofthePSE06post. ^ K/ X P(   X^@` ` @UBOLTCABLECLIPS \ K/*( X    XH\@FCC20 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*]2 H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/- "  1'X/x-  H h   '  0.  *\ddx x  [##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThecablewedgeshallconformtotherequirementsofASTMA47formalleableironcastings.Thewedgeshallnotbezinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     Thiswedgeisusedtosecureacablerail(RCM01)tothecompensator(RCE01)andendfitting(RCE03)mechanismsintheSEC01guardrailanchor. ^ K/$ X P(   X^@(($@CABLEWEDGE \ K/*(% X    XH\@FMM01 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'g7 H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ * ]ddx x  \##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 PostsleevesshallbemanufacturedfromstandardstrengthsteelpipeconformingtoASTMA53GradeB.AftercuttingthepipeshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     TheBCTpostsleeveisinsertedintothegroundlineholeatthebaseofbreakawaycableterminalpost(PDF01).Theanchorcable(FCA01)passesthroughthesleeveandissecuredbythebearingplate(FPB01).Thisanchorassemblyisacomponentofthetrailingendterminal(SEW02ab),thebreakawaycableterminal(SEW03abandSEW04ab)andthemodifiedbreakawaycableterminal(SEW05). ^ K/Hh! X P(   X^@$$"@BCTPOSTSLEEVE \ K/*(" X    XH\@FMM02 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$q< H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *!^ddx x   ]##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 PipesleevesspacersshallbemanufacturedfromstandardsteelpipeconformingtoASTMA53GradeB.AftercuttingthepipeshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Pipespacersleevescutfromprezinccoatedpipeispermissiblesincethezinccoatedpostandwasherswillprotectthecutends.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    TheFMM03spacersleeveisusedtosupporttheWbeamrailelement(RWM02a)andseparateitfrompostPWF04intheWbeamandtubebridgerailing(SBB02a).Aguardrailbolt(FBB03)isinsertedinsidethesleeveandoneFWC24awashershouldbeplacedateachendofthespacersleeve.TheFMM04spacersleeveisusedintheSBW01atubularWbeambridgerailing.A125mmlongFBX16aboltisinsertedintothesleevetoconnectthePWF06postandtheRWM10atubularwbeam. ^ K/(H X P(   X^@@ @ @PIPESLEEVESPACER \ K/*( X    XH\@ FMM0304 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*{A H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '  0. *"_ddx x  !^##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thetimberbridgepostcapshallbemanufacturedfrom25mmwidestripsof3mmthickASTMA606TypeIVsteelplate.AllweldingshallconformtoANSI/AASHTO/AWSD1.5.AftertheholeisdrilledandweldingiscompletethebracketshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisbracketisusedintheSBT02atimberpostbridgerailinconjunctionthePDF01timberpostandtheRTM04athriebeamrail.TheRTM04athriebeamrailisattachedtotheFMM05bracketusinga25mmlongFBX08ahexboltandnutwithanFWR01washerunderthebolthead.TherailwiththeFMM05bracketattachedisthenslippedoverthetopofthePDF02post. ^ K/$ X P(   X^@ @TIMBERBRIDGEPOSTCAP \ K/*(% X    XH\@FMM05 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'F H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *#`ddx x  "_##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thetimberbearingbracketshallbemanufacturedfrom76x51x4.8structuraltubingwithmaterialconformingtoAASHTOM270M(ASTMA709M)Grade250.AftertheholesaredrilledandtheanglesarecutthebracketshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThisbearingbracketisusedintheSBT02atimberpostbridgerailinconjunctionthePDF01timberpost.ThebearingbracketisconnectedtothebridgedeckthroughtwoFRS20aanchorstudsandnuts. ^ K/ @" X P(   X^@ @TIMBERPOSTBEARINGBRACKET \ K/*(# X    XH\@FMM06 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*%K H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *$addx x  #`##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thepositionershallbemanufacturedusing1.5mmthicksteelsheet.AftertackweldingtheFNX16anutstothepositioner,theassemblyshallbezinccoatedaccordingtoAASHTOM111(ASTM123).WeldingshallconformtoANSI/AASHTO/AWSD1.5.Cuttingandpunchingthesplicepositionerfromprezinccoatedsheetandtackweldingprezinccoatednutsisalsoacceptableifthetackweldsaretreatedwithzincrichpaint.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThispositionerisusedintheSBW01atubularWbeambridgerailing.TwopositionersareinsertedintoeachendoftheRWM10atoallowsplicingthetubularWbeamrailstogether.ThepositionersarenecessarysincetheinsideofthetubularWbeamcannotbereachedtoinstallthenut.Four35mmlongFBX16aboltsarethreadedintothenutstackweldedtothepositioner. ^ K/$ X P(   X^@||@TUBULARWBEAMSPLICEPOSITIONER \ K/*(% X    XH\@FMM07 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'P H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *%bddx x  $a##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TherebarloopconnectorshallbemanufacturedfromAASHTOM31M(ASTMA615M)number20plaingrade400reinforcingsteel.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     TheloopendsshallbeembeddedintoeithertheROM01orROM02portableconcretebarrier.EndAofoneportablebarrierfitsintoEndBofanother.Thetwoendsareconnectedwith650mmlongFRS30astudandnutswithaFWC30awasherandanextraFNX30anutateachend.Washersshouldbeplacedbetweenthenutsandtheloops. ^ K/Hh! X P(   X^@ @REBARLOOPCONNECTOR \ K/*(" X    XH\@FMW01 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$U H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *&cddx x  %b##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thewireropeshallbe16mmdiameterandshallbeembeddedinloopsatbothendsofportableconcretebarrierROM01andROM02.Thepinshallbea685mmlongFBX30aboltandnutwithanFWC30awasherundertheheadandnut.Astraight685mmlongFRS30aanchorstudandnutswithtwoFWC30awashersunderthetopandbottomnuts.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  TheloopendsshallbeembeddedintoeithertheROM01orROM02portableconcretebarrier.EndAofoneportablebarrierfitsintoEndBofanother.Thetwoendsareconnectedwiththepin.Washersshouldbeplacedbetweentheboltheadandloopandthenutandloop. ^ K/# X P(   X^@@PINANDWIREROPEPCBCONNECTOR \ K/*($ X    XH\@FMW02 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&Z H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *'dddx x  &c##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 NutsshallbemanufacturedaccordingtotheproceduresandtolerancesincludedintheU.S.CustomaryunitANSIB18.2.2nutspecificationexceptthatthedimensionsshowninthisdrawingshallbeusedandthethreadsshallconformtoANSIB1.13MforClass6Hthreads.NutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass5nuts.NutsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)Class50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  TheseareusedinconjunctionwiththeRCE01andRCE03cableguardrailattachmenthardwareusedintheSEC01cableguardrailanchor.Squarenutsarebettersuitedtocableattachmenthardwarebecausethenutmustfitinsideaturnbucklewhereitisdifficulttogripahexnut. ^ K/# X P(   X^@$@SQUARENUT \ K/*($ X    XH\@,,FNS20 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&_ H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *(eddx x  'd##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ZinccoatednutsshallbemanufacturedaccordingtothedimensionsandtolerancesincludedinANSIB18.2.4.1MforStyle1nuts(shownindrawing).CorrosionresistantnutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.5Mforheavyhexnuts(notshownindrawing).NutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass5nuts.CorrosionresistantnutsshallhavegeometricpropertiesdefinedinANSIB18.2.4.1MbutshallhavemechanicalandmaterialpropertiesconformingtoAASHTOM291M(ASTMA563M)forClass8S3nuts.ThreadsshallconformtoANSIB1.13MClass6H.ZinccoatednutsshallbetreatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)Class50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thesenutsareusedinalargenumberofbarriersystems. ^ K/$ X P(   X^@vv%@HEXNUTS \ K/*(% X    XH\@\\FNX06a    ԍ 36a  Ԉ G 4%X,x*&  GYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'d H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *)fddx x  (e##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 NutsshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.2.4.2MforStyle2hexnuts.ZinccoatednutsshallconformtoAASHTOM291M(ASTMA563M)forClass12nuts.CorrosionresistantnutsshallconformtotherequirementsofAASHTOM291(ASTMA563M)forClass8S3nuts.ThreadsshallconformtoANSIB1.13MforClass6H.ZinccoatednutsshallbetreatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)Class50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  Highstrengthnutsareusedinavarietyofhardwareapplications. ^ K/# X P(   X^@ @HIGHSTRENGTHHEXNUTS \ K/*($ X    XH\@PPFNX06b    ԍ 14b  Ԉ G 4%X,x*%  GYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&i H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* **gddx x  )f##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThedimensionsandtolerancesofhighstrengthnutsshallconformtoANSIB18.2.4.6MforHeavyHexStylenuts.ZinccoatednutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass10Snutsandshallbeartheidentificationmark"10S."CorrosionresistantnutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass8S3nutsandshallbeartheidentificationmarking"8S3."ThreadsshallconformtoANSIB1.13MClass6H.ZinccoatednutsshallbetreatedaccordingtoAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)Class50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  0  Highstrengthnutsareusedinavarietyofhardwareapplications. ^ K/ @" X P(   X^@@HIGHSTRENGTHSTRUCTURALHEXNUTS \ K/*(# X    XH\@PPFNX16b    ԍ 36b  Ԉ G 4%X,x*$  GYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*%n H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *+hddx x  *g##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThecableanchorbracketandendplateshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromASTMA606TypeIVmaterialandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbracketcanbeattachedtoWbeam(RWM14a)using840mmFBX16aboltsandnuts.Theanchorcable(FCA01)fitsthroughtheinsideofthebracketandattachestotheendplate.Thisbracketisusedinthebreakawaycableterminal(SEW03abandSEW04ab)andthemodifiedeccentricloaderterminal(SEW05)andthetrailingendterminals(SEW02aandSEW02b). ^ K/# X P(   X^@ @GUARDRAILANCHORBRACKET \ K/*($ X    XH\@22FPA01 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&s H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *,iddx x  +h##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThecableguardrailanchorbracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Corrosionresistantsteelshouldnotbeplacedindirectcontactwithconcretesoonlyzinccoatedsteelshouldbeusedforthisbracket.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisbracketisattachedtothetopofthePOF03concreteanchorusing8FRH20aanchorboltsandnuts.Thisanchorandterminalsecurestheendofthe3RCM01cablesintheSEC01cableguardrailanchor. ^ K/ % X P(   X^@@CABLEGUARDRAILANCHORBRACKET \ K/*(& X    XH\@22FPA02 F 3$X,x*'  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*(x H X   H]SHEETNO. = ,!.,)"  =DATE 1'!.,*"  1 @ /h.,* H   hH@2of2 = ,!/-+"  ="&US --US --&  03-23-00!  1'!/-,"  1'X/x-, H h   '  0., *-jddx x  ,i##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Theanchorrodbracketshallbemanufacturedfrom9.5mmthickAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbracketisattachedtoWbeam(RWM11a)andusing850mmFBX16aboltsandnutsintheSEW02atrailingendanchor. ^ K/ % X P(   X^@ @ANCHORRODBRACKET \ K/*(& X    XH\@22FPA03 F 3$X,x*'  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*(} H X   H]SHEETNO. = ,!.,)"  =DATE 1'!.,*"  1 @ /h.,* H   hH@2of2 = ,!/-+"  ="&US --US --&  03-23-00!  1'!/-,"  1'X/x-, H h   '  0., *.kddx x  -j##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Wherecorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThisbearingplateisusedontheBCTguardrailterminals(SEW03abandSEW04ab)andtheMELTterminal(SEW05)aswellasthetrailingendterminals(SEW02ab).Theanchorcablestud(FCA01)fitsthroughtheholeandissecuredinplacebyanFNX24anut.Theplatebearsuponthebreakawaytimberpost(PDF01).Two16dnailsarenailedovertheplateintothepostandbentdowntokeeptheplatefromrotating.Thesenailsareintendedtopreventtheplatefromrotatingaroundthenut. ^ K/$ X P(   X^@ !@BCTBEARINGPLATE \ K/*(% X    XH\@,,FPB01 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*' H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ */lddx x  .k##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThisbearingplateisusedtoconnecttheWbeamendshoe(RWE02b)toavarietyofconcretebridgerailingsintransitiondesignsSTB02,STB03,andSTB04.Four350mmFBX22bhighstrengthboltsandnutsconnecttheWbeamterminalconnectortothebearingplate. ^ K/ @" X P(   X^@@TERMINALCONNECTORBEARINGPLATE \ K/*(# X    XH\@,,FPB02 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*% H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *0mddx x  /l##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThisbearingplateisusedinconjunctionwiththePWF01wideflangedsteelpostusedintheculvertmountedWbeamguardrail(SGR05). ^ K/p  X P(   X^@ @ANCHORBOLTBEARINGPLATE \ K/*(! X    XH\@,,FPB03 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*# H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *1nddx x  0m##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thisbearingplateisusedtosecurethebridgerailingpost(PWF02)totheconcretebridgedeckusing4highstrengthanchorbolts(FBX22b)inthetwotubecurbmountedbridgerailing(SBBO1a)design.Theanchorboltheads(FBX22b)shallbetackweldedtotheplate.Theplateandboltsshallthenbeembeddedinthebridgedeck. ^ K/ @" X P(   X^@ @ANCHORBOLTBEARINGPLATE \ K/*(# X    XH\@,,FPB04 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*% H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *2oddx x  1n##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Bearingplateshallbeformedfrom12mmthickAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebearingplateshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbearingplateisusedintheSBA02aBR2TypeAAluminumbridgerailingasabearingplateagainsttheundersideoftheconcretedeck. ^ K/p  X P(   X^@#@BEARINGPLATE \ K/*(! X    XH\@,,FPB05 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#% H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *3pddx x  2o##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Embeddedboltplateshallbeformedfrom6mmthick65mmwideAASHTOM270M(ASTMA709M)Grade250steelplate.AllweldingshallconformtoANSI/AASHTO/AWSD1.5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThisanchorplateisusedintheSBB02abridgerailingtoprovideanchoragefortheFBX20banchorboltsandalsotoprovidenecessarysupplementalslabreinforcement.Thisplateisembeddedinthedeckconcreteandalignedwithanchorboltholeformingtubes. ^ K/ X P(   X^@ @EMBEDDEDANCHORBOLTPLATE \ K/*( X    XH\@,,FPB06 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*!/ H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *4qddx x  3p##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThriebeamterminalconnectorplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisterminalconnectorplateisusedintheSTB05andSTB06transitiondesigns.TheplateactsasabearingsurfacebetweentheconcreterailingandtheFBX22bboltsandtheRTE01bterminalconnector. ^ K/ X P(   X^@66@THRIEBEAMTERMINALCONNECTORPLATE \ K/*(  X    XH\@,,FPB07 F 3$X,x*!  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*"9 H X   H]SHEETNO. = ,!.,#"  =DATE 1'!.,$"  1 @ /h.,$ H   hH@2of2 = ,!/-%"  ="&US --US --&  03-23-00!  1'!/-&"  1'X/x-& H h   '  0.& *5rddx x  4q##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbearingplateisusedinconjunctionwiththePWF05deckmountedbridgepostusedinthe2tubecurbmountedbridgerailing(SBB01b).ThebearingplateisattachedtothepostusingFRS24banchorstudsandnuts. ^ K/Hh! X P(   X^@ @ANCHORBOLTBEARINGPLATE \ K/*(" X    XH\@,,FPB08 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +! ] L4X,x*$C H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *6sddx x  5r##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Tubularpostbaseplateshallbemanufacturedfrom20mmthickAASHTOM270M(ASTMA709M)Grade250steelplate.ThreadstappedintotheplateshallconformtoANSIB1.13MforClass6H.Thethreadsshallbetappedoversizeasspecifiedinsection7.8ofAASHTOM291M(ASTMA563M).AfteralldrillingandtappingtheplateshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbaseplateisusedintheSBT01asteelpostservicelevel1bridgerailinconjunctionwithtubularpostPTF01.FBX20bandFBX10aboltsthreadintothebaseplate.Theseboltsaredesignedtopulloutorbreakinanimpact,isolatingtheimpactforcesfromthebridgedeckanchorbolts. ^ K/# X P(   X^@V V @TUBULARPOSTBASEPLATE \ K/*($ X    XH\@,,FPB09 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +" ] L4X,x*&M H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *7tddx x  6s##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbearingplateisusedwiththePWF04deckmountedpostintheSBB02aWandtubebeambridgerailing.ThebearingplateprovidesabearingsurfacebetweenthefourFBX20bhighstrengthboltsandtheconcretebridgedeck. ^ K/p  X P(   X^@ @ANCHORBOLTBEARINGPLATE \ K/*(! X    XH\@,,FPB10 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 +# ] L4X,x*#W H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *8uddx x  7t##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedafterthebearingplateiszinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThisbearingplateisusedintheSBA04aTruBeambridgerailingasabearingplateagainsttheundersideoftheconcretedeck.Thebaseplateisattachedtothebridgedeckusing3FBX22banchorboltsandnutswith3FWC22band2FBX20banchorboltsandnutswith2FWC20bwashers.FRS22bandFRS20bstudscanbesubstitutedfortheFBX22bandFBX20bboltsifdesired. ^ K/# X P(   X^@#@BEARINGPLATE \ K/*($ X    XH\@,,FPB11 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +$ ] L4X,x*&a H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *9vddx x  8u##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisanchorboltbearingplateisusedinconjunctionwiththePWF06deckmountedpostintheSBW01atubularWbeambridgerailing. ^ K/ X P(   X^@ @ANCHORBOLTBEARINGPLATE \ K/*( X    XH\@,,FPB12 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 +% ] L4X,x*!k H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *:wddx x  9v##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 AluminumclampbarsshallmeettherequirementsofANSI35.1and35.2,alloy6061T6oralloy6351T5.TheholesshallhavethreadsthatconformtoANSI1.13MforClass6H.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     Thisclampbarcrosssectionisanestablishedindustrystandard.Itsuselengthistypically180mmforstructuralpostsbutvarieswidelytofitthefacewidthofvariouspostorwallattachments.ThisclampcanbeusedonaluminumbarrierrailsRAM06andRAM08aswellasotherpublicandproprietarysystemsnotshowninthisguide.TheseclampsarefastenedtotherailsandpostusingtwoFBS12capscrewsandwashers.PoststhatusetheseclampbarsincludethePAF02,PAF03andotherpostsnotinthisguide. ^ K/ @" X P(   X^@n n @ALUMINUMRAILCLAMPBAR \ K/*(# X    XH\@ FPC0102 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 +& ] L4X,x*%u H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *;xddx x  :w##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 Extrudedaluminumbearingbarmaterialisaluminumalloy6061T6or6063T6or6351T5perASTMB221exceptthatguaranteedminimumpropertiesfortheselectedalloymustbe240MPayield,260MPaultimateand10%elongation.DimensionaltolerancestobeperANSIH35.2/H35.2(M)currentedition.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearance,andacceptedmanufacturingpractices.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  0  ThisbearingbarisusedonpostPAF01intheSBA04aaluminumbridgerailsystems.Itfunctionstodistributeanchorboltforcesmoreuniformlyintothebaseplateofthepost.Theanchorboltholediameterinthisbarisintentionallymadesmallerthantheanchorboltholeintheposttowhichitassembles. ^ K/p  X P(   X^@@VARIABLERESISTANCEPOSTCLAMPBAR \ K/*(! X    XH\@,,FPC09 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 +' ] L4X,x*# H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *<yddx x  ;x##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 RailsupportanglesshallbemanufacturedofAASHTOM270M(ASTMA709M)Grade250steelL127x89x9.5sectionsasdefinedinAASHTOM160M(ASTMA6/A6M).ThebracketshallbezinccoatedinaccordancewithAASHTOM111(ASTMA123)exceptwhencorrosionresistantcomponentsarerequestedinwhichcasetheanglesshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wsteelandshallnotbepaintedorzinccoated.Nopunching,drillingorcuttingispermittedonthecomponentaftertheapplicationofthezinccoating.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThisanglebracketisusedtoconnecttheRBM01boxbeamrailtothePSE08postintheboxbeamguardrailsystem(SGR03). ^ K/ @" X P(   X^@>>@BOXBEAMGUARDRAILSUPPORTBRACKET \ K/*(# X    XH\@::FPP01 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 +( ] L4X,x*% H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *=zddx x  <y##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TheshelfanglebracketshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allpunching,drilling,cuttingandbendingshallbedonepriortotheapplicationofthezinccoating.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     TheshelfanglebracketisusedtosupporttheWbeamrail(RWM14a)atthesecondpostintheModifiedEccentricLoaderBreakawayCableTerminal(SEW05). ^ K/Hh! X P(   X^@ @SHELFANGLEBRACKET \ K/*(" X    XH\@::FPP02 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +) ] L4X,x*$ H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *>{ddx x  =z##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TheboxbeamterminalsupportbracketshallbemanufacturedofAASHTOM270M(ASTMA709M)Grade250steelL127x89x9.5sectionsasdefinedinAASHTOM160M(ASTMA6/A6M).ThebracketshallbezinccoatedinaccordancewithAASHTOM111(ASTMA123)exceptwhencorrosionresistantcomponentsarerequestedinwhichcasetheanglesshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wsteelandshallnotbepaintedorzinccoated.Nopunching,drillingorcuttingispermittedonthecomponentafterapplicationofthezinccoating.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThisanglebracketisusedtoconnecttheRBM05boxbeamguardrailendsectiontothePSE05postintheSEB01boxbeamguardrailanchorsystem. ^ K/ @" X P(   X^@@BOXBEAMTERMINALSUPPORTBRACKET \ K/*(# X    XH\@::FPP03 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 +* ] L4X,x*% H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *?|ddx x  >{##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 ThisplateshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250plate.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisdesired.CorrosionresistantsteelshouldconformtoAASHTOM270M(ASTMA709M)Grade50Wandshouldnotbezinccoated,paintedorotherwisecoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  TherailsupportplateisusedintheSGM03weakpostmedianbarriertoconnecttheRBM11boxbeamtothePSE07post.Thesupportplateisattachedtothepostwithtwo40mmlongFBX20aboltandnut. ^ K/ X P(   X^@" " @BOXBEAMRAILSUPPORTPLATE \ K/*(  X    XH\@::FPP04 F 3$X,x*!  FYIEz Lp8`.(#LLJ@@@E X,p88 ++ ] L4X,x*" H X   H]SHEETNO. = ,!.,#"  =DATE 1'!.,$"  1 @ /h.,$ H   hH@2of2 = ,!/-%"  ="&US --US --&  03-23-00!  1'!/-&"  1'X/x-& H h   '  0.& *@}ddx x  ?|##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 ThedrivewayendpostbracketshallbemanufacturedofAASHTOM270M(ASTMA709M)Grade250steelL102x76x6.4sectionsasdefinedinAASHTOM160M(ASTMA6/A6M).ThebracketshallbezinccoatedinaccordancewithAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedonthecomponentafterapplyingthezinccoating.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThedrivewayendpostbracketisusedonthelastpostintheSEW01turndownwbeamguardrailterminal. ^ K/Hh! X P(   X^@ @DRIVEWAYENDPOSTBRACKET \ K/*(" X    XH\@::FPP05 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +, ] L4X,x*$ H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *A~ddx x  @}##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HookedanchorstudsshallconformtoAASHTOM314exceptthatthreadsandnominaldiametersshallconformtoANSIB1.13MforClass6gthreads.AnchorstudsshallconformtooneofthefollowingAASHTOM314grades:iFXO  x (#%'0*,.8135@8:<H?AX xXiFRH16a36a0  AASHTOM314Grade36(400MPaminimumtensilestrength)Pp(#(#     orAASHTOM314Grade55(517MPaminimumtensilestrength)FRH16b36b0  AASHTOM314Grade105(860MPaminimumtensilestrength)  (#(# HexnutsshallconformtoAASHTOM291M(ASTMA563M)forClass10SnutsandshallconformtothegeometrydefinedinANSIB.18.2.4.6M.NutsshallhaveANSIB1.13MClass6Hthreads.iCX`  x (#%'0*,.8135@8:<H?AXO  xXiZinccoatedanchorstudsshallbefinishedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.NutsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   Anchorstudsareusedonavarietyofsystems,mostnotablytheyareusedtoconnectbridgerailingpoststothebridgedeck. ^ K/ X P(   X^@ @HOOKEDANCHORSTUDANDNUTS \ K/*(  X    XH\@NNFRH16a    ԍ 36b  Ԉ G 4%X,x*!  GYIEz Lp8`.(#LLJ@@@E X,p88 +- ] L4X,x*" H X   H]SHEETNO. = ,!.,#"  =DATE 1'!.,$"  1 @ /h.,$ H   hH@2of2 = ,!/-%"  ="&US --US --&  03-23-00!  1'!/-&"  1'X/x-& H h   '  0.& *Bddx x  A~##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HookedanchorstudsshallconformtoAASHTOM314exceptthatthreadsandnominaldiametersshallconformtoANSIB1.13MforClass6gthreads.AnchorstudsshallconformtooneofthefollowingAASHTOM314grades:FRJ16a36a0  AASHTOM314Grade36(400MPaminimumtensilestrength)Pp(#(#   orAASHTOM314Grade55(517MPaminimumtensilestrength)FRJ16b36b0  AASHTOM314Grade105(860MPaminimumtensilestrength)  (#(# HexnutsshallconformtotherequirementsofAASHTOM291M(ASTMA563M)forClass10SnutsandshallconformtothegeometrydefinedinANSIB.18.2.4.6M.NutsshallhaveANSIB1.13MClass6Hthreads.fCX`  x (#%'0*,.8135@8:<H?AX`  xXfZinccoatedanchorstudsshallbefinishedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.NutsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   Anchorstudsareusedonavarietyofsystems,mostnotablytheyareusedtoconnectbridgerailingpoststothebridgedeck. ^ K/Hh! X P(   X^@ @JHOOKANCHORSTUDANDNUTS \ K/*(" X    XH\@ttFRJ16a    ԍ 36b  Ԉ G 4%X,x*#  GYIEz Lp8`.(#LLJ@@@E X,p88 +. ] L4X,x*$ H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *Cddx x  B##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 AnchorstudsshallconformtoAASHTOM314exceptthatthreadsandnominaldiametersshallconformtoANSIB1.13MforClass6gthreads.AnchorstudsshallconformtooneofthefollowingAASHTOM314grades:FRS16a36a  AASHTOM314Grade36(400MPaminimumtensilestrength) Pp   orAASHTOM314Grade55(517MPaminimumtensilestrength)FRS16b36b  AASHTOM314Grade105(860MPaminimumtensilestrength)    FNX16b36bheavyhexnutsshallconformtoAASHTOM291M(ASTMA563M)forClass10SnutsandshallconformtothegeometrydefinedinANSIB18.2.4.6M.AllnutsshallhaveANSIB1.13MClass6Hthreads.fCX`  x (#%'0*,.8135@8:<H?AX`  xXfZinccoatedanchorstudsshallbefinishedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.HexnutsshallbezinccoatedaccordingtoeitherAASHTOM232(ASTMA153)ClassCorAASHTOM298(ASTMB695)forClass50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   Anchorstudsareusedonavarietyofsystems,mostnotablytheyareusedtoconnectbridgerailingpoststobridgedecksasintheSBA03aBR1TypeCbridgerailing. ^ K/p  X P(   X^@B B @STRAIGHTANCHORSTUDANDNUTS \ K/*(! X    XH\@\\FRS16a    ԍ 36b  Ԉ G 4%X,x*"  GYIEz Lp8`.(#LLJ@@@E X,p88 +/ ] L4X,x*# H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *Dddx x  C##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TogglesshallconformtoASTMA570GradeDorbetter.ThetoggleboltshallconformtoASTMA354GradeBDandrivetstoASTMA276Type304ConditionB.Requiredminimumtensileloadshallequal40kNwhenintheopenpositionandtestedthrougha25mmdiameterhole.DeviationinmaterialspecificationsfortoggleandtoggleboltareacceptabletomeetBuyAmericanAct,butminimumtensileloadmuststillbemet.ThehexnutshallconformtotheguidelinesshownforFNS12anutsandthewashersshallconformtotheguidelinesshownforFWC12awashers.SpringlockwashersshallmeettherequirementsofANSIB27.1.Thelockwashers,plainwasherandnutshallbeprovidedwiththetogglebolt.SteelcomponentsshallbezincorcadmiumplatedtoASTMA165TypeOSorbetter.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  p ThistoggleboltisusedtoconnectRAM02roundtuberailstothePAF07postintheSBA02aBR2TypeAbridgerailing. ^ K/Hh! X P(   X^@JJ$@TOGGLEBOLT \ K/*(" X    XH\@<<FBT12 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +0 ] L4X,x*$ H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '_  0.( *Eddx x  D## ,x ,x ,   ,x ,x ,E    ,x ,x ,d  +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 PlainroundsteelwashersshallbemanufacturedaccordingtothedimensionsandtolerancesinANSIB18.22Mforregularserieswashers.Unlesscorrosionresistantsteelisused,washersshallbezinccoatedaccordingto_AASHTO_ԀM232(ASTMA153)forClassDor_AASHTO_ԀM298(ASTMB695)forClass50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Plainroundsteelwashersareusedinavarietyofapplicationsinseveralbarriersystems.These h  washersareusuallyusedwithstandardstrengthboltsandnutsasshowninthisguideforFBX06a36a. ^ K/(H X P(   X^@ @PLAINROUNDWASHER \ K/*( X    XH\@ FWC06a         ԍ   36a    F 3$X,x*  FYIEz Lp8`.(#LLJ@@@EX,p88+1 ] L4X,x* H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '  0. _*Fddx x d dE##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 HardenedsteelwashersshallbemanufacturedaccordingtotherequirementsofAASHTOM293M(ASTMA436M).Ifzinccoatedplainsteelwashersarerequired,theyshallbetreatedaccordingtoeitherAASHTOM232(ASTMA153)forClassDorAASHTOM298(ASTMB695)forClass50.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     Hardenedsteelwashersareusedinavarietyofapplicationsinseveralbarriersystems.These   washersaregenerallyusedwithAASHTOM164M(ASTMA325M)highstrengthstructuralboltsandAASHTOM291M(ASTMA563M)highstrengthheavyhexnutssuchasthoseshowninthisguideforFBX16b36bhighstrengthboltsandnuts. ^ K/(H X P(   X^@h h @HARDENEDROUNDWASHER \ K/*( X    XH\@FWC12b       ԍ  36b  Ԉ G 4%X,x*  GYIEz Lp8`.(#LLJ@@@E X,p88 +2 ] L4X,x* H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '  0. *Gddx x  F##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS 0  ThesquareguardrailwashershallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade  250steelplateexceptwhencorrosionresistantsteelisrequiredwhenAASHTOM270M(ASTMA709M)Grade50Wsteelshallbeused.AfterstampingorpunchinggalvanizedplatesshallbefinishedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thiswasherisusedintheweakpostwbeamguardrails(SGR02andSGM02)toprovideabearingsurfacebetweenthe40mmlongFBX08aboltheadandtheRWM02aguardrail. ^ K/ X P(   X^@ @SQUAREGUARDRAILWASHER \ K/*( X    XH\@FWR01 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 +3 ] L4X,x*! H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *Hddx x  G##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThecableanchorendplateshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelplateunlesscorrosionresistanthardwareisrequired,inwhichcaseAASHTOM270M(ASTMA709M)Grade50Wsteelshallbeused.Afterstampingorpunching,zinccoatedplateshallbefinishedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisendplateisusedinconjunctionwithanchorplateFPA01andcanbeoptionallyweldedontoFPA01.CableanchorFCA01passesthroughtheanchorplate(FPA01)andaFNX24anutisfastenedtothestud.Thisanchoringsystemisusedwiththebreakawaycableterminal(SEW03a)andthemodifiedeccentricloaderbreakawaycableterminal(SEW05). ^ K/p  X P(   X^@ @CABLEANCHORENDPLATE \ K/*(! X    XH\@FWR02 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 +4 ] L4X,x*# H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *Iddx x  H##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 RectangularguardrailwashersshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelplateunlesscorrosionresistantsteelisrequiredinwhichcaseAASHTOM270M(ASTMA709M)Grade50Wsteelshallbeused.Afterstampingorpunching,zinccoatedplatesshallbefinishedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thiswasherisusedwithavarietyofwbeamandthriebeamterminalandtransitiondesigns.Inpastyearsitwascommontousethiswasheronstandardstrongpostguardrails(SGR04ab)butitsuseinsuchsituationsisnowdiscouraged. ^ K/Hh! X P(   X^@@RECTANGULARGUARDRAILPLATEWASHER \ K/*(" X    XH\@FWR03 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +5 ] L4X,x*$   H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *Jddx x  I##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 WashersshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `   ^ K/# X P(   X^@X X @LARGESQUAREPLATEWASHER \ K/*($ X    XH\@FWR05 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +6 ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *Kddx x  J##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 PlatewashersshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThiswasherisusedbetweenthePWF02postandtheFNX20anutintheSBB01a2tubebridgerailingdesign. ^ K/ X P(   X^@#@PLATEWASHER \ K/*(  X    XH\@FWR06 F 3$X,x*!  FYIEz Lp8`.(#LLJ@@@E X,p88 +7 ] L4X,x*" H X   H]SHEETNO. = ,!.,#"  =DATE 1'!.,$"  1 @ /h.,$ H   hH@2of2 = ,!/-%"  ="&US --US --&  03-23-00!  1'!/-&"  1'X/x-& H h   '  0.& *Lddx x  K##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 BearingplateshallbeformedfromAASHTOM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingtoAASHTOM111(ASTMA123).Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThisanchorplateisusedtosecurethePAB02baseplateandPAF02posttothebridgeparapet.TwoFRS16aanchorstudsandnutsareattachedtoeachoftwoanchorplatesandembeddedintheconcreteparapet. ^ K/ @" X P(   X^@#@ANCHORPLATE \ K/*(# X    XH\@FWR07 F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 +8 ] L4X,x*%) H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '  0.) *Mddx x  L##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThisplateshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250plate.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisdesired.CorrosionresistantsteelshouldconformtoAASHTOM270M(ASTMA709M)Grade50Wandshouldnotbezinccoated,paintedorotherwisecoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbackupwashercanbeusedinsteadofthreeseparateroundwashersintheSGR01cwoodpostcableguardraildesign.Hookbolts(FBH03)fitintotheholes.Theplaterestsbetweenthenutonthehookboltandthewoodguardrailpost(PDE11orPDE12). ^ K/Hh! X P(   X^@@THREECABLEGUARDRAILBACKUPWASHER \ K/*(" X    XH\@FWR08 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +9 ] L4X,x*$3 H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '_  0.( * O ddx x  M##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thetubularbridgepostbearingplateshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade250steelplateandzinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)exceptwhencorrosionresistantsteelisrequested.Nopunching,drillingorcuttingispermittedafterthebracketiszinccoated.Whencorrosionresistantsteelisdesired,thebracketshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wplateandshallnotbepaintedorzinccoated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThisbearingplateisusedundertheheadofaFBX20bboltthatattachesthePTF01bridgeposttotheFPB09bearingplateintheSBT01asidemounted_thrie_Ԅbeambridgerailing. ^ K/Hh! X P(   X^@@TUBULARBRIDGEPOSTBEARINGPLATE \ K/*(" X    XH\@FWR09 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +: ] L4X,x*$=" H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '