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"? ?5? !? =? !  =?? ?! ??=?~???? !?  0 =??~?? ? ?  ? ?=?~?  ?   ?=???    ? ?=? ??  ? =?~ ? ? ?<??|   ?<?   |??<?x ??  >??<?p? |  ???$? ? ? ??$~?   ?$~? ? ? ?$| ?  ?$?x ?  ??$??p?  ? ? ?$????? ??  $???? ?  $p?~?   ??$~ ~ ? ??$ <??  ?$ ??  ?$8 ?? ? ??$0? ?? ??$|? ???? ?? ?$?~??? ??  ??~?x? ? ?? ? ??????  ?  ???   ? ??? ????~? ??| ??? ??  ??? ?? ?? ?? ?? ? ????? ? ? ? ??8? ?? ` ?p??  ?????p?? ???? ?? ? >~ ???? ? ???   ?`??? !?? ???  ??????  ?????? ???? ????? ?<????? p??? ?~??  ;~???  ?|??  ?x??? ? ? ?p?    `p??  @?8? ?????????? ??????????  ?? ??    ?? ? ? ?    ?   ? ?  ??  ???? ? ?? ? ?  ? ? ?? ?? ???  ? ??? ? ? ?? ? ? ??   ?  ??   ?  ? ??  ?  ?  ?? ??  ??  ?? ??   ? ?? ? ? ?  ? ? ? ??  ?   ? ? ?? @?0  ?       ??~? ? ?~?  ? ? &?? ? ? &?   %???   ?$??? ? ?$???8  $>>  ?$? > ?? ???? ? ? ?>8? ? 8?  ?8 ? ?< ??? ?> ?o? ?~?>   ??? ~?>   ?? >??>   ? ? ?>?| ? ? >??>?  <?> ? <? ???<??? ?? p<??? ? <??? ?   ?? $?   ??? $   ?     ? ?  ? ?? ?  !?    ?"??    "?    "????  @  ??"??? ? @  ???"??    ?$?@  ? ? $?`  ? ? $??`    $ ?p  ?   $`?x? ? ? !?? %`8 ?  ! &p<   ! ?&?p?<  ! &?<?  ?"? &<  "? ( > ? # (?  >#? (  ># ?(???  ~$??*?  ~?$??*  $?*?  %*??  @&?+ ? ?& , ?? ?& ,? ??& , ?? ' . ? (.? (?/ ?)?0 ?)0 *?0? ?+2 +2? ??+ 3 ?- 4- 5. 6?.?608 09 ?1 Ȁ: ?1 ; 3<? 4?? 5Ax ?6D ?  ?? ?     ?A13LOGO.WPG[x(Table_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_ATable_Aw(Rails3|x>U 5W!8<XXdd8   {XX{88d XXd8*STddd Xdd Xdd X##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CastendcapsshallconformtoASTMB26,alloy356F.Extrudedorrolledendcapsmaybeany6xxxseriesalloy.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     ThisendcapisweldedtotheendoftheRAM02aluminumroundtuberailelementusedintheSBA02aBR2TypeAaluminumbridgerailing. ^ K/Hh! X P(   X^@  @ROUNDALUMINUMRAILENDCAP \ K/*(" X    XH\@RAE02 F 3$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'!/-("  1'X/x-( H h   '  0.( * Uddx x  ST##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 RailelementsshallconformtoANSI35.1and35.2foralloy6061T6oralloy6351T5(minimumelongation10%).Whereverfeasible,raillengthshallbesufficienttoattachtoatleastthreeposts.ZFXp $l(#%'0*,.8135@8:<H?AXZDesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy x Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) Pp ? '  dEX' ? (H RAM02Q  2.1Q::3.9QJJ)3.9Q3p62Q=62  /  ? '  dEX  ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  .N  ThisroundtubularsectionisusedasabarrierrailelementintheSBA02aBR2TypeAaluminumbridgerailing.TheRAM02railingisattachedtopostPAF03usinganFBT12togglebolt.ContiguoussectionsofRAM02railsareattachedusingtheRAS02aluminumrailsplice. ^ K/f# X P(   X^@@ROUNDTUBEALUMINUMBRIDGERAIL \ K/*($ X    XH\@RAM02 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 RailelementshallconformtotherequirementsofANSI35.1and35.2foralloy6061T6oralloy6351T5(minimumelongation10%).lFXp $l(#%'0*,.8135@8:<H?AXp $(#XlDesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy Pp Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) (H ? '  dEX ?    RAM05Q  2.0Q::3.2QJJ)2.2Q3p51Q=45    ? '  dEX  ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE   ThisrailelementisusedintheTrubeambridgerailingdesign(SBA04a).TherailisattachedtothePAF03postusing2FPC02clampbarsand4FBS12capscrewsandwashers. ^ K/& X P(   X^@  @SEMIELLIPTICALALUMINUMRAIL \ K/*(' X    XH\@RAM05 F 3$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 , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ThesemiellipticalaluminumrailelementshallconformtotherequirementsofANSI35.1and35.2alloy6061T6foralloy6351T5(minimumelongation10%).lFXp $l(#%'0*,.8135@8:<H?AXp $(#XlDesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy x Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) Pp ? '&  dEX' ? (H RAM06Q  2.3Q::3.8QJJ)2.8Q3p64Q=54  /  ? '  dEX  ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  &  ThisrailisusedintheSBA03aBR1TypeCbridgerailing.ItisattachedtothePAF02postusing2FPC01clampbarswith4FBS12capscrewsandwashers.AdjoiningRAM06railelementsaresplicedtogetherwiththeRAS06railsplice. ^ K/$#, X P(   X^@@SEMIELLIPTICALALUMINUMBRIDGERAIL \ K/*(- X    XH\@RAM06 F 3$X,x*.  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*/ H X   H]SHEETNO. = ,!.,0"  =DATE 1'!.,1"  1 @ /h.,1 H   hH@2of2 = ,!/-2"  ="&US --US --&  03-23-00!  1'!/-3"  1'X/x-3 H h   '  0.3 *Xddx x  W##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ThesemiellipticalaluminumrailelementshallconformtotherequirementsofANSI35.1and35.2alloy6061T6foralloy6351T5(minimumelongation10%).lFXp $l(#%'0*,.8135@8:<H?AXp $(#XlDesignatorQT T  AreaQIxQ)IyQHH1pSx(min)Q=Sy x Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) Pp ? '&  dEX' ? (H RAM07Q  3.2Q11.5QJJ)4.9Q3p129Q=87  /  ? '  dEX  ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  &  Thisrailisusedinthevariableresistancepostbridgerailing.ItisattachedtothePAF01postusing2FPC01clampbarswith4FBS12capscrewsandwashers.AdjoiningRAM07railelementsaresplicedtogetherwiththeRAS07railsplice. ^ K/$#, X P(   X^@@LARGESEMIELLIPTICALALUMINUMBRIDGERAIL \ K/*(- X    XH\@RAM07 F 3$X,x*.  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*/! H X   H]SHEETNO. = ,!.,0"  =DATE 1'!.,1"  1 @ /h.,1 H   hH@2of2 = ,!/-2"  ="&US --US --&  03-23-00!  1'!/-3"  1'X/x-3 H h   '  0.3 *Yddx x  X##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 RailelementshallconformtotherequirementsofANSI35.1and35.2,alloy6061T6oralloy6351T6(minimumelongation10%).lFXp $l(#%'0*,.8135@8:<H?AXp $(#XlDesignatorQT T  AreaQIxQ)IyQHH1pSx(min)Q=Sy Pp Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) (H ? '  dEX ?    RAM08Q  4.3Q::9.1Q(37.4Q3p127Qxx=246    ? '  dEX  ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisrailisusedintheSBA04abridgerailing.TherailisattachedtothePAF03postusing2FPC02clampbarsand4FBS12capscrewsandwashers.ContiguousRAM08railsaresplicedtogetherusinganRAS08spliceelement. ^ K/ ' X P(   X^@" " @TRUBEAMALUMINUMBARRIERRAIL \ K/*(( X    XH\@RAM08 F 3$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 9iCX hx(#%'0*,.8135@8:<H?AXp $(#Xi @DD"@SPECIFICATIONS  0 AluminumrailsplicetubeshallconformtoANSI35.1and35.2,alloys6061T6or6351T5(minimumelongation10%).ThemachinescrewshallmeettherequirementsofASTMA276,Type316ConditionA,andthedimensionalrequirementsofANSIB18.6.3.Themachinescrewmaybereplacedbyadrivefitaluminumpin(alloy6061T6,08)extending8mmfromexteriorofspliceandcompletelypenetratingthesplicewall.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  0  ThistubularsectionisusedtospliceRAM02railstogetherintheSBA02aAASHTOBR2TypeAbridgerailings. ^ K/# X P(   X^@@ROUNDTUBEALUMINUMRAILSPLICE \ K/*($ X    XH\@RAS02 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&5 H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *[ddx x  Z##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 SplicebarshallmeettherequirementsofANSI35.1and35.2,alloys6061T6or6351T5(minimumelongation10%),andshallbethreadedtomeettherequirementsofANSIB1.13M.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     ThissectionisusedtosplicerailelementRAM05intheSB04aTrubeambridgeraildesign. ^ K/p  X P(   X^@B B @SEMIELLIPSERAILSPLICE(95x121) \ K/*(! X    XH\@RAS05 F 3$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 ThesemiellipticalaluminumsplicebarshallmeettherequirementsofASTMB221alloys6061T6or6351T5(minimumelongation10%).fFXp $l(#%'0*,.8135@8:<H?AX %XfDimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThissectionisusedtosplicetheRAM06railelementsintheBR1TypeCaluminumbridgerailingdesign(SBA03a). ^ K/p  X P(   X^@@SEMIELLIPTICALALUMINUMRAILSPLICE \ K/*(! X    XH\@RAS06 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#I( H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *]ddx x  \##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThesemiellipticalaluminumsplicebarshallmeettherequirementsofASTMB221alloys6061T6or6351T5(minimumelongation10%).DesignatorQT T  AreaQIxQ)IyQHH1pSx(min)Q=Sy x Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) Pp ? ''  dEX' ? (H RAS07Q  4.2Q::9.4QJJ)1.7Q3p137Q=33  /  ? '  dEX  ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  .N  ThissectionisusedtospliceRAM07railelementstogether. ^ K/>^$ X P(   X^@@LARGESEMIELLIPTICALALUMINUMRAILSPLICE \ K/*(% X    XH\@RAS07 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'S- H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *^ddx x  ]##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Spliceelementshallconformtoanyofthefollowingaluminumalloys:6063T6,6061T6or6351T5perANSI35.1and35.2,exceptthatguaranteedminimumphysicalpropertiesfortheselectedalloymustbe240MPayield,260MPaultimate,and10%elongation.DrivepinshallmeetthestrengthrequirementsofASTMA276Type316ConditionA,andthedimensionalrequirementsofANSIB5.20oraluminumperspecificationsnotedabove,atthemanufacturersoption.DesignatorQT T  AreaQIxQ)IyQHH1pSx(min)Q=Sy    Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' dEX_  ? `  RAS08Q  5.2Q::7.3Q(41.5Q3p137Qxx=284 G g  ? ' dEX ? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  >^ ThisspliceisusedtoconnecttwoRAM08TruBeambarrierrailsintheSBA04abridgerailing.Thespliceisgenerally915mmlongbutthelengthshouldbeincreasedappropriatelyatbridgeexpansionjoints. ^ K/N#n!* X P(   X^@ @TRUBEAMRAILSPLICE \ K/*(+ X    XH\@RAS08 F 3$X,x*,  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*-]2 H X   H]SHEETNO. = ,!.,."  =DATE 1'!.,/"  1 @ /h.,/ H   hH@2of2 = ,!/-0"  ="&US --US --&  03-23-00!  1'!/-1"  1'X/x-1 H h   '  0.1 *_ddx x  ^##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 Boxbeamrailelementsshallbe152mmsquare4.8mmthicktubesmanufacturedfromeitherASTMA500GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.ThebeamsshouldbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy 8 X  Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) 0  ? 'o dEX ?   RBM01Q  2.8Q9.82Q(9.82Q3p129Qxx=129   ? ': dEX~ ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisboxbeamisusedasarailelementinSGR03guardrail.TheboxbeamisattachedtothePSE08postusingtheFPP01bracketanda200mmlongFBX08aboltandnutand2FWC08awashers. ^ K/f# X P(   X^@h h @SQUAREBOXBEAMRAIL \ K/*($ X    XH\@RBM01 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&g7 H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* * `ddx x  _##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   Theboxbeamguardrailendshallbemanufacturedfrom152mmsquare4.8mmthicktubing.ThematerialmaybeeitherASTMA500GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.ThebeamsshouldbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy   Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)  ? 'A dEXo ? p RBM05Q  2.8Q::9.8QJJ)9.8Q3p129Qxx=129 Ww ? '  xdEX? ' Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  &F ThisboxbeamisusedastherailelementintheSEB01boxbeamguardrailterminal.TheendrailisattachedtoaPSE05postwithanFPP01bracketand180mmlongFBX20aboltandnutwith2FWC20awashers.TheotherendoftheRBM05aisattachedtothePSE08postwithanFPP01bracketanda180mmlongFBX08aboltandnutwithanFWC08awasher. ^ K/>^$ X P(   X^@* * @BOXBEAMGUARDRAILENDRAIL \ K/*(% X    XH\@RBM05 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'q< H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *!addx x   `##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   BoxbeamrailelementsshallbemanufacturedfromASTMA500GradeBtubing.WhenusingA500BsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ThebeamsshallbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? '  dEX_  ? `  RBM06Qb b  2.75Q::5.1Q(14.7Q3p99Qxx=145 G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThisboxbeamisoneoftherailelementsontheSBB03asidemountedrectangulartubebridgerailing.TheboxbeamisattachedtopostPWF03using250mmlongFBX16aboltsandnutsandone250mmlongFBX16aboltandnut.FWC16awashersshouldbepositionedundertheheadsandnutsofallboltsattachingtherailtothepost. ^ K/& X P(   X^@ @RECTANGULARTUBEBRIDGERAIL \ K/*(  X    XH\@RBM06 F 3$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.& *"bddx x  !a##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   RectangulartubebridgerailelementsshallbemanufacturedfromeitherASTMA500GradesA,B,orCcoldrolledtubingorASTMA501hotrolledtubingasshown.ASTMA500tubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500steelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.Holesinthetubesmaybedrilledorpunchedbutifpunchedthepunchedsideshallbeplacednexttothepost.TheboxbeamsshouldbezinccoatedaccordingtoAASHTOM111(ASTMA123).AllweldingshallconformtoANSI/AASHTO/AWSD1.5.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy   Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? 'X dEX ?  RBM07aQb b  1.54Q2.19Q(1.39Q2p42.9Q^^<36.6  RBM07bQb b  1.99Q2.71Q(1.70Q2p53.1Q^^<44.7 Ww RBM07cQb b  2.41Q3.12Q(1.96Q2p61.2Q^^<51.6 /O ? ' xdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  &F ThisrectangulartubebridgerailingistherailelementintheSBB02aWandtubebridgerailing.ThetubeismountedonthePWF04postusinga100mmlongFBX16aboltandnutwithanFWC16awasher. ^ K/f# X P(   X^@@RECTANGULARTUBEBRIDGERAILING \ K/*($ X    XH\@ RBM07ac F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&F H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *#cddx x  "b##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   BoxbeamrailelementsshouldbemanufacturedfromeitherASTMA500GradeBcoldrolledtubingorASTMA501hotrolledtubing.ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.StudsshallbeweldedinconformancetoANSI/AASHTO/AWSD1.5.ThestudthreadsshallconformtoANSIB1.13MforClass7G.ThestudmaterialshallconformtoASTMA568MforClass4.6bolts(tensilestrengthof400MPaandyieldstrengthof240MPa).Afterthestudsarewelded,theboxbeamsshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy   Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)  ? '* dEXo ? p RBM08abQ  2.3Q5.58Q(5.58Q2p87.9Q^^<87.9 Ww ? ' xdEX? ' Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  Nn Thisboxbeamisusedastherailelementinthe2tubecurbmountedbridgerailing(SBB01a).TwoRMB08aorRBM08bboxbeamrailsareattachedtothePWF02postandsecuredwithanFWR06washerandFNX20anut. ^ K/f# X P(   X^@ @SQUARETUBEBRIDGERAIL \ K/*($ X    XH\@ RBM08ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&K H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *$dddx x  #c##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   BoxbeamrailelementsshouldbemanufacturedfromeitherASTMA500,GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500Btubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingA500BsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.TheboxbeamsshouldbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistentsteelisused.Thebeamshouldnotbecoatedorpaintedifcorrosionresistantsteelisused.SpliceboxshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.AllweldingonthespliceboxshallbeinconformancewithANSI/AASHTO/AWSD1.5.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy  @ Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)  ? ' dEX ?  RBM09Qb b  2.32Q3.46Q(3.46Q2p67.8Q^^<67.8  ? ' xdEXf? g Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  ! TherectangulartubebridgerailingisusedalongwiththeRBM10rectangulartubebridgerailingintheSBB01b2tubebridgerailing.TherailisattachedtothePWF05postusinganFBC12carriageboltandnut. ^ K/ ' X P(   X^@ @SMALLSQUARETUBEBRIDGERAIL \ K/*(( X    XH\@RBM09 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.. *%eddx x  $d##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   TheboxbeamguardrailendshallbemanufacturedfromTS203x102x7.9tubing.ThematerialmaybeeitherASTMA500GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.SpliceboxshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.AllweldingonthespliceboxshallbeinconformancewithANSI/AASHTO/AWSD1.5.ThebeamsandspliceboxshouldbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy Hh Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)  @ ? ' dEX ?  RBM10Qb b  34.7Q22.5QJJ)7.6Q3p222Qxx=149  ? ' xdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  ! TherectangulartubebridgerailingisusedalongwiththeRBM09smallsquaretubebridgerailingintheSBB01b2tubebridgerailing.TherailisattachedtothePWF05postusing2FBC20carriageboltsandnuts. ^ K/6% X P(   X^@ @RECTANGULARTUBEBRIDGERAIL \ K/*(& X    XH\@RBM10 F 3$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., *&fddx x  %e##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   BoxbeamrailelementsshallbeTS203x152x6.4tubesmanufacturedfromeitherASTMA500GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.ThebeamsshouldbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy 0  Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? 'o dEX ?   RBM11Q  3.2Q12.4Q(19.4Q3p163Qxx=191  ? ': dEXV ? Ww Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThiscomponentisthemainrailelementintheSGM03boxbeammedianbarrier.TherailisattachedtothePSE07postusingtheFPP04railsupportplate.WhentheSGM03boxbeamguardrailisattachedtoastructureormountedinarigidpavementtheusershouldensurethattheconnectionbetweentheRBM11railandtheRBS02isredesignedtoaccommodateexpansion. ^ K/>^$ X P(   X^@ @BOXBEAMMEDIANBARRIERRAIL \ K/*(% X    XH\@RBM11 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'Z H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *'gddx x  &f##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TheboxbeamguardrailendshallbemanufacturedfromTS203x152x6.4rectangulartubing.ThematerialmaybeeitherASTMA500GradeBcoldrolledtubing,ASTMA501hotrolledtubingorautomotiveRolloverProtectiveSteel(ROPS).ASTMA500GradeBtubingisgenerallythemosteasilyandeconomicallyobtainedsectionbuttherehavebeenreportedproblemswiththesteelfracturingatlowtemperatures.WhenusingASTMA500GradeBsteelitishighlyrecommendedthattheDropWeightTeartest(ASTME436)beperformedtoensureeachlotofmaterialhasadequatefracturetoughnessespeciallyinregionsthatexperienceprolongedcoldweather.ASTMA501tubingandROPStubingcangenerallybeusedwithouttheneedfortheDropWeightTeartest.ThebeamsshallbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy   Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? 'A dEX ?  RBM13Q  3.2Q12.4Q(19.4Q3p163Qxx=191  ? '  xdEX.? /O Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  Nn ThisboxbeamisusedastherailelementintheSEB01boxbeamguardrailterminal.TheendrailisattachedtoaPSE05postwithanFPP01bracketand180mmlongFBX20aboltandnutwith2FWC20awashers.TheotherendoftheRBM05aisattachedtothePSE08postwithanFPP01bracketand180mmlongFBX08aboltsandnutswithFWC08awashers. ^ K/f# X P(   X^@* * @BOXBEAMGUARDRAILENDRAIL \ K/*($ X    XH\@RBM13 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*&_ H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *(hddx x  'g##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS   BoxbeamspliceplatesshallbefabricatedfromAASHTOM270M(ASTMA709M)Grade250steelplate.ThenutsshallbeplainuncoatedFNX20bnutsandshallbeweldedtotheplateaccordingtoANSI/AASHTO/AWSD1.5.Alternatively,thenutscanbeeliminatedbyreducingthe22diameterholesto20andtappingtheholesforANSIM20x2.5Class7gthreads.Allpunching,drilling,cuttingandweldingmustbedonepriortoapplicationofthezinccoating.Theplate,withnutsattachedorthreadscut,shallbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequestedinwhichcaseAASHTOM270M(ASTMA709M)Grade50W.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    TwoboxbeamspliceplatesareusedtoconnectRBM01railelementsintheSGR03boxbeamguardrailsystem.Four50mmlongFBX20bboltsarethreadedthrougheachofthe4holesineachendoftheRBM01boxbeams.TheRBS01spliceplateisalsousedtoconnectanRBM01boxbeamrailandtheRBM05terminalrailintheSEB01boxbeamguardrailanchor. ^ K/$ X P(   X^@ @SQUAREBOXBEAMSPLICE \ K/*(% X    XH\@RBS01 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'d H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *)iddx x  (h##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS   BoxbeamspliceplatesshallbefabricatedfromAASHTOM270M(ASTMA709M)Grade250steelplate.ThenutsshallbeplainunzinccoatedFNX20bnutsandshallbeweldedtotheplateaccordingtoANSI/AASHTO/AWSD1.5.Alternatively,thenutscanbeeliminatedbyreducingthe22diameterholesto20andtappingtheholesforANSIM20x2.5Class7gthreads.Allpunching,drilling,cuttingandweldingmustbedonepriortotheapplicationofthezinccoating.Theplate,withnutsattachedorthreadscut,shallbehotdipzinccoatedaccordingtoAASHTOM111(ASTMA123)exceptwhencorrosionresistantsteelisrequestedinwhichcaseAASHTOM270M(ASTMA709M)Grade50W.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    TwoboxbeamspliceplatesareusedtoconnectRBM11railelementsintheSGM03boxbeammedianbarrier.Four50mmlongFBX20bboltsarethreadedintothesespliceplatestoconnectsectionsofrail.WhentheSGM03boxbeamguardrailisattachedtoastructureormountedinarigidpavementtheusershouldensurethattheconnectionbetweentheRBS02spliceplateandtheRBM11boxbeamaccommodatesexpansion. ^ K/$ X P(   X^@ @RECTANGULARBOXBEAMSPLICE \ K/*(% X    XH\@RBS02 F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*'i H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ **jddx x  )i##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS   TheboxrailspliceshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steelusingaC180x14.6channelsectionasdefinedinAASHTOM160M(ASTMA6M).Ifcorrosionresistantsteelisrequested,thepostshouldbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wsteel.AfterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisusedinwhichcasethespliceshouldnotbeotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  0  ThisspliceisusedtoconnectsectionsoftheRBM06boxbeamintheSBB03asidemountedrectangulartubebridgerailing.Four50mmlongFBX16aboltsareusedtosplicetogetherthetwoRBM06aboxbeams. ^ K/ @" X P(   X^@22!@TUBERAILSPLICE \ K/*(# X    XH\@RBS03 F 3$X,x*$  FYIEz 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.) *+kddx x  *j##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS   WireropeconnectinghardwareshallconformtotherequirementsofAASHTOM269.Therope,withconnectinghardwareattached,shalldevelopthefullstrengthofasinglecable(110kN).CaststeelcomponentsshallconformtotherequirementsofAASHTOM103(ASTMA27)Grade7040Class1.Atalllocationswherethecableisconnectedtoacablesocketwithawedgetypeconnection(FMM01),onewireofthewireropeshallbecrimpedoverthebaseofthewedgetoholditfirmlyinplace.Compensatingdevicesshallhaveaspringconstantof80kN/m,plusorminus10kN/mandpermit150mmoftravelplusorminus25mm.SocketbasketsshallbedesignedforusewithwedgeFMM01.AllthreadedpartsshallconformtoANSIB18.13MClass7gforM20x2.5threads.AllpartsshallbehotdipzinccoatedaccordingtoAASHTOM232(ASTMA153)orAASHTOM298(ASTMB695).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThiswireropeconnectinghardwareisusedintheSEC01cableguardrailanchor.Thecable(RCM01)isfittedintotheendofthecompensatorusingthecablewedgefastener(FMM01)andthethreadedendisattachedtoaRCE03cableendfittingthatisfastenedtoananchorcablethatisanchoredtothePOF03anchorassemblyintheSEC01cableguardrailterminal. ^ K/Hh! X P(   X^@>>@COMPENSATINGCABLEENDASSEMBLY \ K/*(" X    XH\@RCE01 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.( *,lddx x  +k##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 WireropeconnectinghardwareshallconformtotherequirementsofAASHTOM269.Therope,withconnectinghardwareattached,shalldevelopthefullstrengthofasinglecable(110kN).CaststeelcomponentsshallconformtotherequirementsofAASHTOM103(ASTMA27)Grade7040Class1.Atalllocationswherethecableisconnectedtoacablesocketwithawedgetypeconnection(FMM01),onewireofthewireropeshallbecrimpedoverthebaseofthewedgetoholditfirmlyinplace.AllthreadedpartsshallconformtoANSIB18.13MClass7gforM20x2.5threads.AllpartsshallbehotdipzinccoatedaccordingtoAASHTOM232(ASTMA153)orAASHTOM298(ASTMB695).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  p ThiswireropeandassociatedconnectinghardwareareusedasarailelementintheSGR01accableguardrails.Thecable(RCM01)isfittedintotheendofthecompensatorusingthecablewedgefastener(FMM01)andthethreadedendisattachedtotheFPA02anchorbracketintheSEC01cableguardrailterminal. ^ K/p  X P(   X^@@TURNBUCKLECABLEENDASSEMBLY \ K/*(! X    XH\@RCE02 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.' *-mddx x  ,l##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 WireropeconnectinghardwareshallconformtotherequirementsofAASHTOM269.Therope,withconnectinghardwareattached,shalldevelopthefullstrengthofasinglecable(110kN).CaststeelcomponentsshallconformtotherequirementsofAASHTOM103(ASTMA27)Grade7040Class1.Atalllocationswherethecableisconnectedtoacablesocketwithawedgetypeconnection(FMM01),onewireofthewireropeshallbecrimpedoverthebaseofthewedgetoholditfirmlyinplace.AllthreadedpartsshallconformtoANSIB18.13MClass7gforM20x2.5threads.AllpartsshallbehotdipzinccoatedaccordingtoAASHTOM232(ASTMA153)orAASHTOM298(ASTMB695).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  p TheRCE03cableendfittingconnectstheRCM01cabletothePOF03foundationassemblybythreadingintotheturnbuckleendofRCE01compensatorandfasteningtotheFPA02bracketintheSEC01cableguardrailanchor.AllthreewashersshouldbeplacedbetweenthenutandtheFPA02bracket. ^ K/ X P(   X^@ !@CABLEENDFITTING \ K/*(  X    XH\@RCE03 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.& *.nddx x  -m##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 WireropeandconnectinghardwareshallconformtotherequirementsofAASHTOM30Type1ClassAcoating19mmwirerope.Therope,withconnectinghardwareattached,shalldevelopthefull110kNstrengthofasinglecable.Atalllocationswherethecableisconnectedtoacablesocketwithawedgetypeconnection(FMM01)onewireofthewireropeshallbecrimpedoverthebaseofthewedgetoholditfirmlyinplace.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  0  ThiswireropeistherailelementintheSGR01acfamilyofcableguardrails.Thewireropeisconnectedtoeithertheturnbuckle(RCE02)orthetensioncompensator(RCE01)usingthecablewedgefastener(FMM01). ^ K/Hh! X P(   X^@  %@WIREROPE \ K/*(" X    XH\@RCM01 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.( */oddx x  .n##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 MELTdiaphragmplatesshallbemanufacturedfromAASHTOM180ClassAmaterial.Afterallpunching,bending,andshearingiscompletetheplateshallbezinccoatedasrequiredforType2sheet.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.lFXp $l(#%'0*,.8135@8:<H?AXp $(#Xl@#@ INTENDEDUSE     Thisdiaphragmplateisacomponentofthemodifiedeccentricloaderbreakawaycableterminal(SEW05).TheplateisboltedinsidethebufferedendsectionRWE04ausing5FBB01guardrailsplicebolts. ^ K/Hh! X P(   X^@J J @MELTDIAPHRAGMPLATE \ K/*(" X    XH\@  REE01 F 3$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.( *0pddx x  /o##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 BentplaterubrailsshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelplateandshallbezinccoatedafterfabricationaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisrequired.CorrosionresistantsteelshallconformtoAASHTOM270M(ASTMA709M)Grade50Wandshallnotbeotherwisepainted,zinccoatedortreated.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)    ? '  dEX  ?    RER01Qb b  0.99Q0.48Q(3.85Q3p8.6Q^^<51.3   ? ' dEXF  ? G g  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisrubrailisusedintheSGM06abstrongpostwbeammedianbarrier.TherubrailisattachedtothePDE15postusinganFBB04boltandnutortothePWE05postusinganFBB03boltandnut. ^ K/.N X P(   X^@ @BENTPLATERUBRAIL \ K/*( X    XH\@RER01 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.% *1qddx x  0p##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ChannelsectionrubrailsshallbemanufacturedfromC150x12.2channelsectionsasdefinedinAASHTOM160M(ASTMA6M).RubrailsandspliceplatesshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcaseAASHTOM270M(ASTMA709M)Grade50Wsteelshallbeused.UnlessrubrailsandspliceplatesaremadeofcorrosionresistantsteelallhardwareshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)afterallpunchingandcuttingarecomplete.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)    ? '  dEX  ?   RLR01Q  1.6Q 0.288Q(5.45Q2p8.04Q^^<71.7 o  ? ' dEX ? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisrubrailisusedwithintheSGM06abstrongpostwbeammedianbarrier.Sectionsofthisrubrailareconnectedusingthespliceplateand440mmlongFBX16aboltsandnuts.TherubrailcanbeattachedtothePDE15timberpostusinganFBB04guardrailboltoritcanbeattachedtothePWE05steelpostusinganFBB03guardrailboltandnut. ^ K/Vv X P(   X^@@CHANNELSECTIONRUBRAILANDSPLICE \ K/*( X    XH\@RLR01 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.$ *2rddx x  1q##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 Concreteshalldevelopaminimum28daystrengthofnotlessthan28MPa.TheconcreteshallusePortlandcementasspecifiedinAASHTOM85(ASTMC150)forTypeIorIIcement.ReinforcingsteelshallbeGrade400MPaandshallconformtoeitherofthefollowing:(a)0 t EpoxycoateddeformedbarsasspecifiedinAASHTOM284M(ASTMD3963M).xt(#t(# (b)0 t AASHTOM31M(ASTMA615M)deformedandplainbilletsteelreinforcingbarsforusewith Pp calciumnitritecorrosioninhibitor(30%calciumnitritesolution). t(#t(# Fabricatorsshouldsatisfythemselvesthatthereisadequatereinforcementforhoisting,liftingorotherwisehandlingthebarriers.Thereinforcementshownisprimarilyfortheimpactperformanceofthebarrier.Additionalreinforcementmaybeadvisableforhandlingthebarrierandensuringitsintegrityoveritsservicelife. Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.rFXp $l(#%'0*,.8135@8:<H?A Xp $(#%Xr@#@ INTENDEDUSE  p TheROM01NJshapeportableconcretebarrieristhemainrailelementintheSWC04pinandrebarportableconcretebarrier.TheFWM01pinandrebarconnectormustbeembeddedintheROM01barriertoattachsectionstogether. ^ K/0#P!( X P(   X^@@SAFETYSHAPEPORTABLECONCRETEBARRIER \ K/*() X    XH\@ROM01 F 3$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./ *3sddx x  2r##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 Concreteshalldevelopaminimum28daystrengthofnotlessthan28MPa.TheconcreteshalluseaPortlandcementasspecifiedinAASHTOM85(ASTMC150)forTypeIorIIcement.ReinforcingsteelshallbeGrade400MPaandshallconformtoeitherofthefollowing:(a)0 t EpoxycoateddeformedbarsasspecifiedinAASHTOM284M(ASTMD3963M).xt(#t(# (b)0 t AASHTOM31M(ASTMA615M)deformedandplainbilletsteelreinforcingbarsforusewith Pp calciumnitritecorrosioninhibitor(30%calciumnitritesolution). t(#t(# Fabricatorsshouldsatisfythemselvesthatthereisadequatereinforcementforhoisting,liftingorotherwisehandlingthebarriers.Thereinforcementshownisprimarilyfortheimpactperformanceofthebarrier.Additionalreinforcementmaybeadvisableforhandlingthebarrierandensuringitsintegrityoveritsservicelife. Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.rFXp $l(#%'0*,.8135@8:<H?A Xp $(#%Xr@#@ INTENDEDUSE  p TheROM02FshapeportableconcretebarrieristhemainrailelementintheSWC04pinandrebarportableconcretebarrier.AsuitableconnectorliketheFWM01pinandrebarconnectormustbeembeddedintheROM02toattachthesectionstogether. ^ K/0#P!( X P(   X^@@FSHAPEPORTABLECONCRETEBARRIER \ K/*() X    XH\@ROM02 F 3$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./ *4tddx x  3s##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thecollapsingtubeshallbemanufacturedfromstandardstrength152mminsidediameterschedule40steelpipeconformingtoASTMA53GradeB.AftercuttinganddrillingthepipeshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.rFXp $l(#%'0*,.8135@8:<H?A Xp $(#%Xr@#@ INTENDEDUSE     Thiscollapsingtubeelementinacomponentofthewbeamtoconcretewalltransitiondesign(STB02).ThetubeisattachedtotheRWM04arailwithanFBB02boltandnutandFWR03rectangularwasher.Thecollapsingtubeisalsousedinthenestedthriebeamtoflaredconcretewalltransition(STB06).ThetubeisattachedtotheRTM04arailusing2FBB02boltsandnuts. ^ K/ @" X P(   X^@"@COLLAPSINGTUBE \ K/*(# X    XH\@  RPX01 F 3$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.) *5uddx x  4t##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 RTB01abackupplatesshallconformtoAASHTOM180ClassAandRTB01bplatesshallconformtoClassB.BackupplatesmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistant).MaterialforTypeIVbeamsshallconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisbackupplateisusedatpostlocationswhereasplicedoesnotoccurintheSGR09abstrongpostthriebeamguardrailsandtheSGM09abmedianbarriersystems. ^ K/p  X P(   X^@0 0 @THRIEBEAMBACKUPPLATE \ K/*(! X    XH\@ RTB01ab 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.' *6vddx x  5u##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 TerminalconnectorsshallconformtothecurrentrequirementsofAASHTOM180forClassB.TerminalconnectorsmaybeeitherTypeII(zinccoatedsteel)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Alternatively,thespliceslotscanbeorientedparalleltothelongitudinalaxesratherthanat50degreesasshowninthedrawing.Formerlytheconnectorwasmanufacturedwiththespliceslotsintheparallelorientation.The50degreeslotversioncanbeusedinallapplicationswheretheparallelversionisusedanditiseasiertoinstallwhenseveralsectionsarenestedasiscommonintransitiondesigns.rFXp $l(#%'0*,.8135@8:<H?A Xp $(#%XrDimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisterminalconnectorisusedinseveralterminalsandtransitionsusedwiththeSGR09acguardrailsandSGM09acmedianbarriers.ThiscomponentisusedintheSTB05andSTB06guardrailtobridgerailtransitiondesigns.@$@ REFERENCES   C.E.Buth,T.J.HirschandM.Henderson,TestingofNewBridgeRailandTransitionDesigns, h FederalHighwayAdministration,FHWARD8600071,August,1992. ^ K/ X P(   X^@ @THRIEBEAMTERMINALCONNECTOR \ K/*( X    XH\@RTE01b 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.% *7wddx x  6v##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 RoundedthriebeamendsectionsshallconformtothecurrentrequirementsofAASHTOM180.TheroundedendsectionshallconformtoAASHTOM180.RTE02ashallconformtoClassAandRTE02bshallconformtoClassBandeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel)corrosionprotectionmaybeused.TypeIVsectionsshallbemanufacturedusingASTMA606TypeIVcorrosionresistantsteelandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  TheroundedthriebeamendsectionisusedinterminaldesignsfortheSGR09acguardrailsandSGM09acmedianbarriers. ^ K/Hh! X P(   X^@@THRIEBEAMENDSECTION(ROUNDED) \ K/*(" X    XH\@ RTE02ab 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.( *8xddx x  7w##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 BufferedthriebeamendsectionsshallconformtothecurrentrequirementsofAASHTOM180.SectionRTE03aandRTE04ashallconformtoClassAandsectionsRTE03bandRTE04bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).TypeIVmaterialshallconformtoASTMA606TypeIVandshallnotbezinccoated,painted,orotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  `  ThebufferedthriebeamendsectionisusedinterminaldesignsfortheSGR09acguardrailsandSGM09acmedianbarriers. ^ K/Hh! X P(   X^@( ( @THRIEBEAMENDSECTION(BUFFER) \ K/*(" X    XH\@``RTE03a  ԍ04b  Ԉ G 4%X,x*#  GYIEz Lp8`.(#LLJ@@@E X,p88 +$ ] L4X,x*$a H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *9yddx x  8x##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetthriebeamguardrailshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof750mm.RTM01aandRTM02ashallconformtoAASHTOM180ClassAandRTM01bandRTM02bshallconformtoClassB.ThriebeamsmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) `  ? ' xdEX7 ? 8 X  RTM01a02aQ  2.0Q::1.6Q)Q2p36.4Q= ?  RTM01b02bQ  2.6Q::2.0Q)Q2p47.0Q=   ? ' PxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThethriebeamelementisthemainrailelementintheSGR09acstrongpostthriebeamguardrailsandtheSGM09acmedianbarrier.ItisalsousedintheSTB05andSTB06thriebeamtobridgerailtransitions. ^ K/f# X P(   X^@@1&2SPACETHRIEBEAMGUARDRAIL \ K/*($ X    XH\@88RTM01a  ԍ02b  Ԉ G 4%X,x*%  GYIEz 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.* *:zddx x  9y##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0  Thispagehasbeenleftintentionallyblank.   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE      ^ K/ # X P(   X^@@1&2SPACETHRIEBEAMGUARDRAIL \ K/*($ X    XH\@88RTM01a  ԍ02b  Ԉ G 4%X,x*%  GYIEz 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.* *;{ddx x  :z##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetthriebeamguardrailshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof750mm.RTM03ashallconformtoAASHTOM180ClassAandRTM03bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).TypeIVmaterialshallconformtoASTMA606TypeIVandshallnotbezinccoated,paintedorotherwisecoated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) `  ? ' dEX7  ? 8 X  RTM03aQ  2.0Q::1.6Q)Q2p36.4Q= ?  RTM03bQ  2.6Q::2.0Q)Q2p47.0Q=   ? ' PxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   The3spacethriebeamguardrailisusedintheSBT01asidemountedthriebeambridgerailings. ^ K/f# X P(   X^@z z @3SPACEDTHRIEBEAMGUARDRAIL \ K/*($ X    XH\@ RTM03ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +' ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *<|ddx x  ;{##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetthriebeamguardrailshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof750mm.RTM03ashallconformtoAASHTOM180ClassAandRTM03bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).TypeIVmaterialshallconformtoASTMA606TypeIVandshallnotbezinccoated,paintedorotherwisecoated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) `  ? ' xdEX7 ? 8 X  RTM04aQ  2.0Q::1.6Q)Q2p36.4Q= ?  RTM04bQ  2.6Q::2.0Q)Q2p47.0Q=   ? ' PxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   The4spacethriebeamguardrailisusedintheSTB05andSTB06thriebeamtobridgerailtransitions. ^ K/>^$ X P(   X^@z z @4SPACEDTHRIEBEAMGUARDRAIL \ K/*(% X    XH\@ RTM04ab F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 +( ] L4X,x*' H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *=}ddx x  <|##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetthriebeamguardrailshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof750mm.RTM06ashallconformtoAASHTOM180ClassAandRTM03bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) `  ? ' xdEX7 ? 8 X  RTM06aQ  2.0Q::1.6Q)Q2p36.4Q= ?  RTM06bQ  2.6Q::2.0Q)Q2p47.0Q=   ? ' PxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   The6spacethriebeamguardrailisusedintheSBT01aservicelevel1thriebeambridgerailing. ^ K/f# X P(   X^@ @6SPACEDTHRIEBEAMGUARDRAIL \ K/*($ X    XH\@ RTM06ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +) ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '_  0.* *>~ddx x  =}##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 Backupplatesshallconformtothecurrentrequirementsof_AASHTO_ԀM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.RWB01ashallconformto_AASHTO_M180ClassAandRWB01bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE 8 X   ThisbackupplateisplacedbehindWbeamguardrailelements(e.g.RMW02a)atintermediate 8  steelposts(nonspliceposts)intheSGR04aWbeamguardrailandSGM04amedianbarrier. ^ K/Hh! X P(   X^@V V @WBEAMBACKUPPLATE \ K/*(" X    XH\@tt RWB01ab F 3$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 FlaredendterminalsectionsshallconformtothecurrentrequirementsofAASHTOM180.FlaredendRWE01ashallconformtoAASHTOM180ClassAandRWE01bshallconformtoClassB.CorrosionprotectionshallbeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Theinnerfourspliceslotscanbeeliminatedifdesired.Thefouroreightslotpatternedareconsideredfunctionallyequivalent.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE 8 X   ThisendsectionisusedintheSEW01weakpostwbeamturndownguardrailterminal.Itis 8  attachedtotheRWM11aterminalrailwiththe8FBB01splicebolts. ^ K/Hh! X P(   X^@R R @WBEAMENDSECTION(FLARED) \ K/*(" X    XH\@ RWE01ab 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 TheWbeamterminalconnectorshallconformtothecurrentrequirementsofAASHTOM180.ConnectorRWE02ashallconformtoAASHTOM180ClassAandRWE02bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE `   ThisWbeamterminalconnectorisusedwiththeSTB02,STB03andSTB04bridgerailtoSGR04 @ `  guardrailsandwiththeSEW03ab,SEW04abandSEW05Wbeamguardrailterminals.IntheseterminalstheterminalconnectorisfastenedtoeitheranRWE04aendsection(SEW05)oranRWE05a(SEW03abandSEW04ab)using4FBB01spliceboltsandnuts.TheotherendoftheterminalconnectorisfastenedtoaRWM14aterminalrailusinganFBB02guardrailboltandanFWR03washerundertheheadandnut. ^ K/$ X P(   X^@F F @WBEAMTERMINALCONNECTOR \ K/*(% X    XH\@ RWE02ab F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 +, ] L4X,x*' H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *Addx x  @##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 RoundedWbeamendsectionsshallconformtothecurrentrequirementsofAASHTOM180.EndsectionRWE03ashallconformtoAASHTOM180ClassAandRWE03bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE `   ThisroundedWbeamendsectionisusedinsometerminalconfigurationsemployedwiththe @ `  SGR04abWbeamguardrailsandSGM04abmedianbarriers. ^ K/Hh! X P(   X^@ @WBEAMENDSECTION(ROUNDED) \ K/*(" X    XH\@^^RWE03a F 3$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.( *Bddx x  A##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 BufferedWbeamendsectionsshallconformtothecurrentrequirementsofAASHTOM180.EndsectionRWE04ashallconformtoAASHTOM180ClassAandRWE04bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE `   ThisbufferedWbeamendsectionisusedinthemodifiedeccentricloaderbreakawaycable @ `  terminaldesign(SEW05).Theholesintheroundedportionofthesectionareforattachingthediaphragmplate(REE01).TheendsectionissplicedtotheRWM14awbeamendsectionusing4FBB01guardrailspliceboltsandnuts.AnRWE02bisattachedtotheothersideoftheRWE04ausing4FBB01spliceboltsandnuts. ^ K/# X P(   X^@d d @MELTWBEAMENDSECTION \ K/*($ X    XH\@^^RWE04a F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +. ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *Cddx x  B##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 BufferedWbeamendsectionsshallconformtothecurrentrequirementsofAASHTOM180.EndsectionRWE05a7ashallconformtoAASHTOM180ClassAandRWE05b07bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisbufferedWbeamendsectionisusedinsometerminalconfigurationsemployedwiththeW h  beamfamilyofguardrails.RWE05aisusedintheSEW03abandSEW04abbreakawaycableterminals.TheendsectionissplicedtotheRWM14awbeamendsectionusing4FBB01guardrailspliceboltsandnuts.AnRWE02bisattachedtotheothersideoftheRWE05ausing4FBB01spliceboltsandnuts. ^ K/$ X P(   X^@N N @WBEAMENDSECTION(BUFFER) \ K/*(% X    XH\@RWE05a  ԍ07b  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 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM01ashallconformtoAASHTOM180ClassAandRWM01bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM01aQ  1.3Q::1.0Q)Q3p23Q= G g  RWM01bQ  1.7Q::1.3Q)Q3p29Q= ?  ? ' ~xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThiscorrugatedsheetsteelbeamisusedasarailelementinbarrierdesignsSGR02,SGR04ab,SGM02,andSGM04ab. ^ K/" X P(   X^@  @WBEAMSPACERGUARDRAIL \ K/*(# X    XH\@ZZ RWM01ab 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 , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 Corrugatedsheetsteelbeamsshallconformtothecurrentrequirementsof_AASHTO_ԀM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM02ashallconformto_AASHTO_ԀM180ClassAandRWM02bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)_Iy_Q3p_Sx_Q=_Sy_     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM02aQ  1.3Q::1.0Q)Q3p23Q= G g  RWM02bQ  1.7Q::1.3Q)Q3p29Q=_Ԅ_Ԉ ?  ? ' ~xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThiscorrugatedsheetsteelbeamisusedasarailelementinbarrierdesignsSGR02,SGR04ab,SGM02,andSGM04ab. ^ K/>^$ X P(   X^@  @2SPACEWBEAMGUARDRAIL \ K/*(% X    XH\@ZZ RWM02ab F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,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  E##,x ,x , +  9 &  P(X 9 @@@)@ Thispagehasbeenleftintentionallyblank.  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @@@)@ ^ K/ $ X P(   X^@  @2SPACEWBEAMGUARDRAIL \ K/*(% X    XH\@ZZ RWM02ab F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 +2 ] L4X,x*' H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *Gddx x  F##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM03ashallconformtoAASHTOM180ClassAandRWM03bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM03aQ  1.3Q::1.0Q)Q3p23Q= G g  RWM03bQ  1.7Q::1.3Q)Q3p29Q= ?  ? ' ~xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThiscorrugatedsheetsteelbeamisusedasarailelementintheSEW04absteelpostbreakawaycableterminaldesign. ^ K/& X P(   X^@  @3SPACEWBEAMGUARDRAIL \ K/*(  X    XH\@ZZ RWM03ab F 3$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 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM04ashallconformtoAASHTOM180ClassAandRWM04bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM04abQ  1.3Q::1.0Q)Q3p23Q= G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThiscorrugatedsheetsteelbeamisusedasarailelementintransitionsystemsSTB02andSTB03orwhenareducedpostspacingisdesiredintheSGR02,SGR04ab,SGM02,andSGM04ab. ^ K/f# X P(   X^@  @4SPACEWBEAMGUARDRAIL \ K/*($ X    XH\@ZZ RWM04ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +4 ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *Iddx x  H##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM06ashallconformtoAASHTOM180ClassAandRWM06bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM06abQ  1.3Q::1.0Q)Q3p23Q= G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThiscorrugatedsheetsteelbeamisusedasarailelementintheSGR02andSGR04abguardrailsandintheSGM02andSGM04abmedianbarrierswhenashorterthanstandardpostspacingisdesired. ^ K/f# X P(   X^@  @6SPACEWBEAMGUARDRAIL \ K/*($ X    XH\@ZZ RWM06ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +5 ] L4X,x*&   H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *Jddx x  I##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM08ashallconformtoAASHTOM180ClassAandRWM08bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM08abQ  1.3Q::1.0Q)Q3p23Q= G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.  INTENDEDUSE  f   ThiscorrugatedsheetsteelbeamisusedasarailelementintheSTB03guardrailtobridgerailtransition.ThisguardrailmayalsobeusedintheSGR02andSGR04abguardrailandtheSGM02andSGM04abmedianbarrierswhenashorterthanstandardpostspacingisdesired. ^ K/f# X P(   X^@  @8SPACEWBEAMGUARDRAIL \ K/*($ X    XH\@ZZ RWM08ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +6 ] L4X,x*& H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *Kddx x  J##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TubularcorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mmweldedaccordingtoANSI/AASHTO/AWSD1.5alongthetopandbottomseamsusingAWSprequalifiedweldedjointnumberBP1a.ThesectionshallbehotdipzinccoatedaccordingtoAASHTOM180Section9forTypeIIbeamsunlesscorrosionresistantsteelisdesired(AASHTOM180TypeIV).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy    t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) `  ? ' xdEX7 ? 8 X  RWM10aQ  2.6Q::3.3Q)Q3p40Q= ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThisrailelementisusedintheSBW01abridgerailing.TherailisattachedtothePWF01postusinganFBB03boltandnutandanFMM03spacersleeve. ^ K/" X P(   X^@ @TUBULARWBEAMRAIL \ K/*(# X    XH\@66RWM10a F 3$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 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM11ashallconformtoAASHTOM180ClassA.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)    ? ' xdEX ?   RWM11aQ  1.3Q::1.0Q)Q3p23Q= o  ? ' xdEXF ? G g  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisterminalsectionisusedintheSEW01weakpostturneddownterminal.TheRWM11railisboltedtoatleast8FRH20ahookedanchorrodsembeddedinthePOF02anchorassembly.AnRWE01isattachedtotheanchormountedendusing8FBB01splicebolts. ^ K/! X P(   X^@@TURNEDDOWNWBEAMTERMINALSECTION \ K/*(" X    XH\@66RWM11a 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 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180forClassAguardrail.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Thesectionpropertieslistedbelowareforthebeamelementbetweenthepostbolts.Sincetherailisflattenedatthepostbolts,thebendinginertiawillbenegligible.Thisbeamelementisdesignedtobuckleatthepostlocationsatlowcompressiveloads.Inertialpropertiesarecalculatedthroughthewshapedportionoftherailandisnotreducedforthepresenceofspliceorboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy `   t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) 8 X  ? ' xdEX? 0  RWM12aQ  1.3Q::1.0Q)Q3p23Q=   ? ' hxdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisbullnoseguardrailisusedintheSEW09bullnosemedianbarrier.TherailelementisbackedbythelongPDB07timberblockout.TherailisattachedtothePDE02timberpostsusinganFBB04guardrailboltandnutwithanFWC16awasher. ^ K/& X P(   X^@8 8 @BULLNOSEGUARDRAILSECTION \ K/*(' X    XH\@66RWM12a F 3$X,x*(  FYIEz Lp8`.(#LLJ@@@E X,p88 +9 ] L4X,x*)3 H X   H]SHEETNO. = ,!.,*"  =DATE 1'!.,+"  1 @ /h.,+ H   hH@2of2 = ,!/-,"  ="&US --US --&  03-23-00!  1'!/--"  1'X/x-- H h   '  0.- *Nddx x  M##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180forClassAguardrail.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Thesectionpropertieslistedbelowareforthebeamelementbetweenthepostbolts.Sincetherailisflattenedatthepostbolts,thebendinginertiawillbenegligible.Thisbeamelementisdesignedtobuckleatthepostlocationsatlowcompressiveloads.Inertialpropertiesarecalculatedthroughthewshapedportionoftherailandisnotreducedforthepresenceofspliceorboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy `   t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3) 8 X  ? ' xdEX? 0  RWM13aQ  1.3Q::1.0Q)Q3p23Q=   ? ' hxdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  6 ThisguardrailsectionisusedtoanchortheguardrailintheSEW09bullnosemedianbarrier.TherailelementisbackedbythelongPDB07timberblockout.TherailisattachedtothePDE02timberpostsusinganFBB04guardrailboltandnutwithanFWC16awasher.TheFPA01cableanchorbracketisattachedtothisrailusing850mmFBX16aboltsandnuts. ^ K/& X P(   X^@ @BULLNOSEANCHORRAILSECTION \ K/*(' X    XH\@66RWM13a F 3$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.- *Oddx x  N##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.RailRWM14ashallconformtoAASHTOM180ClassAandRWM04bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM14aQ  1.3Q::1.0Q*Q3p23Q= G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f Thiscorrugatedsheetsteelbeamisusedasthelastrailelementinthebreakawaycableterminal(SEW03abandSEW04ab)andthemodifiedeccentricloaderterminal(SEW05).TheFPA01cableanchorbracketisattachedtotheRWM14aterminalrailusing840mmlongFBX16aboltsandnuts.TheRWE02aterminalconnectorelementisboltedtotheterminalrailusingoneFBB02boltandnutwithaFWR03guardrailwasherunderboththeboltheadandnut. ^ K/>^$ X P(   X^@  @BCTTERMINALRAILSECTION \ K/*(% X    XH\@66RWM14a F 3$X,x*&  FYIEz Lp8`.(#LLJ@@@E X,p88 +; ] L4X,x*'G' H X   H]SHEETNO. = ,!.,("  =DATE 1'!.,)"  1 @ /h.,) H   hH@2of2 = ,!/-*"  ="&US --US --&  03-23-00!  1'!/-+"  1'X/x-+ H h   '  0.+ *Pddx x  O##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.Thesectionshallbemanufacturedfromsheetswithanominalwidthof483mm.GuardrailRWM22ashallconformtoAASHTOM180ClassAandRWM22bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Inertialpropertiesarecalculatedforthewholecrosssectionwithoutareductionforthespliceboltholes.DesignatorQT T  AreaQIxQ)IyQ3pSxQ=Sy     t Q (103mm2)Q& & (106mm4)Q66&(106mm4)Q0p(103mm3)Q~~:(103mm3)   ? ' xdEX_ ? `  RWM22aQ  1.3Q::1.0Q)Q3p23Q= G g  RWM22bQ  1.7Q::1.3Q)Q3p29Q= ?  ? ' ~xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThiscorrugatedsheetsteelbeamisusedasarailelementinbarrierdesignsSGR02,SGR04ab,SGM02,andSGM04ab. ^ K/f# X P(   X^@L L @LONG2SPACEWBEAMGUARDRAIL \ K/*($ X    XH\@ZZ RWM22ab F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +< ] L4X,x*&Q, H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* * R ddx x  P##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CorrugatedsheetsteelbeamsshallconformtothecurrentrequirementsofAASHTOM180.TransitionsectionRWT01ashallconformtoAASHTOM180ClassAandRWT01bshallconformtoClassB.CorrosionprotectionmaybeeitherTypeII(zinccoated)orTypeIV(corrosionresistantsteel).CorrosionresistantsteelshouldconformtoASTMA606forTypeIVmaterialandshallnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  ThistransitionsectioncanbeusedtoconnecttheSGR04abstrongpostwbeamguardrailsystemtotheSGR09acstrongpostthriebeamguardrail.ItistheprincipalcomponentoftheSTG01transition. ^ K/ @" X P(   X^@  @WTHRIEBEAMTRANSITIONSECTION \ K/*(# X    XH\@ RWT01ab F 3$X,x*$  FYIEz Lp8`.(#LLJ@@@E X,p88 += ] L4X,x*%[1 H X   H]SHEETNO. = ,!.,&"  =DATE 1'!.,'"  1 @ /h.,' H   hH@2of2 = ,!/-("  ="&US --US --&  03-23-00!  1'!/-)"  1'X/x-) H h   '