WPC 1PO_h[3oE? F h꒫`jV߭Y2Nf^~)d{x܃LlE"hHM:I¹M]2?{g9 F|iP/+swE^;)d;Wo-. p4+"U^PoՒ⢃,P[ȼVqyFjA4Y缄6L<0Z$d] &]65h3A)ܗ!N,LbMK&*b^?~|EI5Y  hPf%/| %b 0{U>M 0& 0R U< C? fY f[ B] fz D+|  0m 0J A2MM o @1]e1wfxfzf|E<~Nffffffffffffffffffffffffffffffffffffffffff^ afaa a a4aHa\apaaaaaaaaa$a8aLa`ataaaaaaaaa(a<aPadaxaaaaaaaaa,a@aTaha|aaw4 mX (S5W$8I}XXdd8  & `&CG Times 12ptWP&$1R(MPRMonthly Report Style)xA`$Univers 14ptWP d d'dxd Level 1 Level 2 Level 3 Level 4 Level 5(n2lr$ 5W!8I}XXdd8   ("$ Figure     A<< cWPC.(# .F93'XXXX ?  ,,,888EEEQQQaaaqqq??___?o_O?_߯_?o_O??___?o_O?__?o/?O_?___??O_o?__?O_o?_߯_?o?_/_oO &3@MYfssfYM@3& &3@MYfssfYM@3& $1=IUamyymaUI=1$ "3DUfwwfUD3""3DUfwwfUD3""3DUfwwfUD3",,513.g K cMdd sk}@ d= a; `?9 _ 9_ 8?^6]6 ]4 \4 \ ?3 /\ 2[ 2??[ 1?Z 1?Z0??Z?/Y/ Y-?Y?-X-X +??X +???W +?W +??W ?*?W?)V?)??V(?V???(?V'??U?'?U?'??8U?>?&8U ?>?&1?8?T? ?>?%?xT ??>?%???T ?>%???? O2 >?$??1? >??$?? 1>?#?? .?>#???  -"<#???  -#8??"??  -#??"<??  ,??!???? ?*!??? *?!???? *????? ???? )?? ???? )??? ???? (?????? 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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.WPGMx(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_Aw(yPosts3|x1U 5W!8;XXdd8   eXXe88d XXd8*FGddd Xdd Xdd X##,x ,x , +  9 &  P(X 9  WCX hx(#%'0*,.8135@8:<H?AXW @DD"@SPECIFICATIONS  0 Materialshallbealuminumalloy6061T6or6063T6or6351T5perASTMB221exceptthatguaranteedminimumpropertiesfortheselectedalloymustbe240MPayield,260MPaultimateand10%elongation.DimensionaltolerancestobeperANSIH35.2M/H35.2(M).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     Extrudedaluminumpostiscutintolengthsdeterminedbytheperformanceneedsatthesite,thusprovidingapostwhoseresistanceisvariabledependingonitslengths.Thebuyerspecifiestheresistancerequiredbyhissiterequirements.Resistance(loadtofailure)establishedthroughstaticloadtestingis0.5kN/mmperinchofcutlengthhorizontalforceat305mmabovethebottomplaneoftheextrusionbase(i.e.,a200mmlongpostfailsat200x0.5=100kNforceonthetrafficface,centeredat200mmabovethetopoftheparapet;a280mmpostat140kN/mm,etc.).Additionallevelsofresistancecapabilityexistwiththisdesign.Afterprimaryfailureoccurs(tensileseparationofthelowerweb),theexteriorfacesandtopwebofthepostarestillcontiguous.Asecondaryresistancecapabilitytofailureoccursatapproximately60%ofprimaryresistance.Aftersecondaryfailure(separationofthefrontfacebelowtherail)thesystemcontinuestohavearesistanceofapproximately10%ofprimary.ThispostisintendedtosupporttherailelementsintheRAM06andRAM07aluminumbridgerailing.Thissystemcanbeanodizedandwillassurematchingcolorsintherail,postandbearingbar. ^ K/0 X P(   X^@@VARIABLERESISTANCEEXTRUDEDPOST \ K/*( X    XH\@22PAF01 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.# * Hddx x  FG##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ExtrudedaluminumbaseplatesforbridgerailingpostsshallconformtotherequirementsofAASHTOM193andtotherequirementsofANSI35.1and35.2,alloys6061T6or6351T5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     ThisbaseplateisrivetedtopostPAF02intheOnebarAluminumbridgerailingdesign(SBA03a).ThebaseplateisattachedtothebridgewallorbridgedeckusingFRS16aanchorstudsandnutsembeddedintheconcrete. ^ K/Hh! X P(   X^@@BR1TYPECALUMINUMPOSTBASEPLATE \ K/*(" X    XH\@PAB02 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.( * Iddx x   H##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ExtrudedaluminumbaseplatesforbridgerailingpostsshallconformtotherequirementsofAASHTOM19377,orlatestrevision,andtotherequirementsofANSI35.1and35.2alloy6061T6or6351T5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThisbaseplateisrivetedtopostPAF03intheSBA04aTrubeambridgerailingdesignandotherpostsusedwithBR2TypeCbridgeposts.Thebaseplateisattachedtothebridgedeckusing3FBX22borFRS22banchorstudsandnutsand2FBX20banchorstudsandnuts. ^ K/p  X P(   X^@@BR2TYPECALUMINUMPOSTBASEPLATE \ K/*(! X    XH\@PAB03 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.' *Jddx x   I##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 CastaluminumbaseplatesforbridgerailingpostsshallconformtotherequirementsofAASHTOM19377,orlatestrevision,andtotherequirementsofASTMB108,alloyA444T4.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE     ThisbaseplateisrivetedtopostPAF07intheTrubeambridgerailingdesign(SBA04a). ^ K/0 X P(   X^@ @TRUBEAMBASEPLATE \ K/*( X    XH\@PAB04 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x* H X   H]SHEETNO. = ,!., "  =DATE 1'!.,!"  1 @ /h.,! H   hH@2of2 = ,!/-""  ="&US --US --&  03-23-00!  1'!/-#"  1'X/x-# H h   '  0.# *Kddx x  J##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ExtrudedaluminumpostsshallconformtotherequirementsofAASHTOM193andtotherequirementsofANSI35.1and35.2,alloys6061T6or6351T5.ThefrontofthepostisrivetedtothePAB02baseplate.Thebackofthepostmaybesecuredbyeitherasocketscreworafilletweld.IfthescrewuseditshallconformtoANSIB18.3.1MforanM8x1.25socketheadcapscrew.ThescrewshallbemanufacturedfromASTMF738ClassF145material(alloy430).Ifthepostisweldedtothebaseplate,weldingshallconformtoANSI/AASHTO/AWSD1.5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! 8 X  Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! 0  ? ' 3xdEX?Q` ` `    PAF02Q ` 2.7Q4.0Q>>)2.9Q3p63Q= 40   ? ' WxdEX~?   @#@INTENDEDUSE  f ThispostisusedinconjunctionwithbaseplatePAB02andrailelementRAM06intheOnebarAluminumbridgerailingdesign(SBA02a).TheRAM06railisattachedtothispostusing2FPC01clampbarsand4FBS12capscrewsandwashers.ThePAB02baseplateshallbeattachedtothePAF02poststubanddeliveredasaunit. ^ K/&$. X P(   X^@@BR1TYPECALUMINUMBRIDGEPOST \ K/*(/ X    XH\@22PAF02 F 3$X,x*0  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*1! H X   H]SHEETNO. = ,!.,2"  =DATE 1'!.,3"  1 @ /h.,3 H   hH@2of2 = ,!/-4"  ="&US --US --&  03-23-00!  1'!/-5"  1'X/x-5 H h   '  0.5 *Lddx x  K##,x ,x , +  9 &  P(X 9 @DD"@SPECIFICATIONS  0 ExtrudedaluminumpostsshallconformtotherequirementsANSI35.1and35.2foralloys6061T6or6351T5.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! x Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! Pp ? '  xdEX'?Q` ` `  (H PAF03Q ` 4.6QZZ22.0Q>>)8.0Q3p201Q= 87  /  ? '  xdEX ?    ThefrontofthepostisrivetedtothePAB02baseplate.Thebackofthepostmaybesecuredbyeitherasocketscreworafilletweld.IfthescrewisuseditshallconformtoANSIB18.3.1MforanM16x2socketheadcapscrew.ThescrewshallbemanufacturedfromASTMF738ClassF145material(alloy430).Ifthepostisweldedtothebaseplate,weldingshallconformtoANSI/AASHTO/AWSD1.5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  > ThispostisusedtosupportrailelementsRAM08andRAM05intheSBA04aTrubeambridgerailingdesign.Therailsareattachedtothispostusing2FPC02railclampsand4FBS12capscrewsandwashers.ThePAB03baseplateshallbeattachedtothePAF03poststubanddeliveredasaunit. ^ K/~" ) X P(   X^@@BR2TYPECALUMINUMBRIDGEPOST \ K/*(* X    XH\@22PAF03 F 3$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'!/-0"  1'X/x-0 H h   '  0.0 *Mddx x  L##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 CastaluminumpostsshallconformtotherequirementsofAASHTOM193andtotherequirementsofASTMB108,alloyA444T4.ThispostiswidelyknownastheALCOA6006post.Thedimensionsonthisdrawingareintendedtoestablishrailcenters,therelativelocationofanchorboltholes,andpostsilhouettedimensionstoinsureinterchangeabilityofpostsfromdifferentboundaries.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices. @#@INTENDEDUSE  8 X  ThispostisusedintheSBA02aBR2TypeAaluminumbridgerailing.TwoRAM02tubularrailingsareattachedtothepostusingFBT12togglebolts.ThepostisattachedtothebridgedeckwithtwoFRS24banchorstudsandnutsonthetrafficsideandtwoFRS12banchorstudsandnutsintherear.FastenersextendthroughbearingplateFPB05ontheundersideoftheparapet/deck. ^ K/%#+ X P(   X^@@BR2TYPEAALUMINUMBRIDGEPOST \ K/*(, X    XH\@22PAF07 F 3$X,x*-  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*.5 H X   H]SHEETNO. = ,!.,/"  =DATE 1'!.,0"  1 @ /h.,0 H   hH@2of2 = ,!/-1"  ="&US --US --&  03-23-00!  1'!/-2"  1'X/x-2 H h   '  0.2 *Nddx x  M##,x ,x , +  9 &  P(X 9 @DD"@ SPECIFICATIONS  0 Csectionpostsshallbemanufacturedfrom6mmthickAASHTOM270M(ASTMA709M)Grade250steel.PostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)afterallpunching,drilling,cuttingorweldingiscomplete.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! Pp Q` (103mm2)Qz z (106mm4)Q44&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! (H ? '  dEX ?    PCE01Q ` 1.2Q1.6Q>>)0.4Q3p37Q= 10    ? '  xdEX ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThepostmaybeusedasanalternatetopostPSE01intheSGR01acableguardrailsystem. ^ K/.N X P(   X^@* * @CSECTIONGUARDRAILPOST  ԍ̈  Ԉ ] L0*( X    XH]@  PCE01 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*!?# H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *Oddx x  N##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Csectionpostsshallbemanufacturedfrom6mmthickAASHTOM270M(ASTMA709M)Grade250steel.PostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)afterallpunching,drilling,cuttingorweldingiscomplete.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! Pp Q` (103mm2)Qz z (106mm4)Q44&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! (H ? '  dEX ?    PCE02Q ` 1.2Q1.6Q>>)0.4Q3p37Q= 10    ? '  xdEX ?    Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThispostmaybeusedasanalternatetopostPSE03orPSE04intheSGR02weakpostwbeamguardrailortheSGM02weakpostwbeammedianbarrier. ^ K/.N X P(   X^@* * @CSECTIONGUARDRAILPOST \ K/*( X    XH\@  PCE02 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*!I( H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *Pddx x  O##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Blockoutsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforblockoutsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thevariationinsizeofblockoutsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforpostsandblockoutsinanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisblockoutisusedwithwoodpostPDE01orPDE02intheSGR04bstrongpostWbeamguardrail,theSGM04bmedianbarrierandintransitionsSTB02andSTG01. ^ K/p  X P(   X^@l l @WBEAMTIMBERBLOCKOUT \ K/*(! X    XH\@PDB01 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#S- H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *Qddx x  P##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Blockoutsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforblockoutsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thesizetoleranceofblockoutsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    ThisblockoutisusedwithwoodpostPDE02inthethriebeamSGR09cguardrail,theSGM09cmedianbarrierandtheSTB05andSTB06transitions. ^ K/p  X P(   X^@N N @THRIEBEAMTIMBERBLOCKOUT \ K/*(! X    XH\@PDB02 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#]2 H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *Rddx x  Q##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Transitionspacerblockoutsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforblockoutsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thesizetoleranceofpostsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    BlockoutsPDB03throughPDB07areusedintheSTB04Wbeamtobridgerailtransitiondesigns.TheblockoutsareusedasspacersbetweentheRWM02aWbeamrubrailandPWE01posts. ^ K/ X P(   X^@ @TRANSITIONSPACERBLOCKOUTS \ K/*( X    XH\@ PDB0307 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*!g7 H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% * Sddx x  R##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Blockoutsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforblockoutsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thevariationinsizeofblockoutsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforpostsandblockoutsinanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisblockoutisusedwithwoodpostPDE02intheSEW09bullnosemedianbarrierterminal.TheblockoutislongerthanthestandardPDB01WbeamblockoutbecauseitisusedtosupporttheRWM13arailelements.Thewiderblockoutsareneedtosupportthe483mmwideflattenedrailsection. ^ K/ @" X P(   X^@l l @WBEAMTIMBERBLOCKOUT \ K/*(# X    XH\@PDB08 F 3$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.) *!Tddx x   S##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Postsshallbemadeoftimberwithastressgradeofatleast8MPa.StressgradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforpostsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thesizetoleranceofpostsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforpostsandblockoutsinanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandallholesaredrilled.Inertialpropertiesshownbelowarebasedonthenominaldimensionsshown.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H!   ? ' xdEX?Q` ` `   PDE0104Q ` 30Qtt100QXX)56Q2p1000Q= 750  PDE0506Q ` 40Qtt133Q$$)133Q2p1333QPP< 1333 Ww PDE0708Q ` 63Qtt326Q$$)326Q2p2604QPP< 2604 /O ? ' dEX ? ' Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  Nn ThesepostsareusedinavarietyofstrongpostWbeamandthriebeamsystemsincludingtheSGR04bandSGR09cguardrails,theSGM04bandtheSGM09cmedianbarriersandtheSTB02throughSTB06guardrailtobridgerailtransitions. ^ K/! X P(   X^@  @TIMBERGUARDRAILPOST \ K/*(" X    XH\@ PDE0108 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.( *"Uddx x  !T##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Postsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timbershallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thesizetoleranceofroughsawnpostsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforanyonecontinuouslengthofguardrail.Crosssectionalpropertiesarebasedonthenominaldimensionsshownandarecalculatedthroughtheweakeninghole.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallholesaredrilledandendcutsaremade.Inertialpropertiesbelowarecalculatedbasedonthenominaldimensionsshown.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!  Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! p ? ' xdEXG? Hh PDE09Q ` 16.5Q90QXX)30Q3p910Q= 410 /O ? ' xdEX? ' Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  Nn TheCRTwoodpostisacomponentofthemodifiedbreakawaycableterminal(SEW05). ^ K/" X P(   X^@22"@CRTTIMBERPOST \ K/*(# X    XH\@  PDE09 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.) *#Vddx x  "U##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 RoundtimberpostsshallbemanufacturedusingmaterialconformingtoSection5ofANSI05.1.Postsshallbeturnedthroughouttheirlengthtothenominaldiameter+6mm.Postsshallbe  trimmedtolengthwiththedimensionsindicatedandposttapsmaybedomedorflat.Allcrosssectionalpropertiesarebasedonnominaldimensionsshownandarecalculatedthroughthe40mmweakeninghole.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= Sy `  Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3) 8 X  ? ' oxdEX?   PDE11Q ` 9.75Q18Q  (9.75Q3p255Q= 138   ? ' QxdEX?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThisweakenedroundwoodpostcanbeusedintheSGR01cwoodpost3cableguardrailsystem.ThreeRCM01cablesarefastenedtothePDE11postusingFBH03hookboltsandtheFWR08backupplate. ^ K/" X P(   X^@@WEAKENEDROUNDTIMBERCABLEGUARDRAILPOST \ K/*(# X    XH\@  PDE11 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.) *$Wddx x  #V##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 RoundtimberguardrailpostsshallbemanufacturedusingmaterialthatconformstoSection5ofANSIO5.1.Thepostsshallbeturnedtoaconstantdiameternotlessthan6mmunderthenominaldiameter.Thepostsshallbetrimmedtolengthandshallhaveflattopsandbottoms.Allcrosssectionalpropertiesarebasedonnominaldimensionsshown.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H!   ? ' xdEX7 ? 8 X  PDE13Q ` 25.4QZZ51.5Q  (51.5Q3p573Q= 573 ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  6 ThispostmaybeusedintheSGR04bstrongpostwbeamguardrail.Aguardrailblockoutrestsinthe360mmdeepnotch.ARWM02awbeamguardrailisattachedtothepostandblockoutusinganFBB04boltandnut. ^ K/" X P(   X^@hh@STRONGROUNDTIMBERGUARDRAILPOST \ K/*(# X    XH\@  PDE13 F 3$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.) *%Xddx x  $W##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 RoundtimberguardrailpostsshallbemanufacturedusingmaterialthatconformstoSection5ofANSIO5.1.Thepostsshallbeturnedtoaconstantdiameternotlessthan6mmunderthenominaldiameter.Thepostsshallbetrimmedtolengthandshallhaveflattopsandbottoms.Allcrosssectionalpropertiesarebasedonnominaldimensionsshown.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H!   ? ' xdEX7 ? 8 X  PDE14Q ` 34.6QZZ95.5Q  (95.5Q3p909Q= 909 ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThispostmaybeusedintheSGM04bstrongpostwbeammedianbarrier.TwoPDB01guardrailblockoutsrestsinthe360mmdeepnotches.TwoRWM02awbeamguardrailsareattachedtothepostandblockoutsusinganFBB05boltandnut. ^ K/! X P(   X^@@STRONGROUNDTIMBERMEDIANBARRIERPOST \ K/*(" X    XH\@  PDE14 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$U H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *&Yddx x  %X##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Postsshallbemadeoftimberwithastressgradeofatleast8MPa.StressgradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.Timberforpostsshallbeeitherroughsawn(unplaned)orS4S(surfacedfoursides)withnominaldimensionsindicated.Thesizetoleranceofpostsinthedirectionparalleltotheaxisoftheboltholesshallnotbemorethan6mm.Onlyonetypeofsurfacefinishshallbeusedforpostsandblockoutsinanyonecontinuouslengthofguardrail.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandallholesaredrilled.Inertialpropertiesshownbelowarebasedonthenominaldimensionsshown.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H!   ? ' xdEX?Q` ` `   PDE15Q ` 30Qtt100QXX)56Q2p1000Q= 750  ? ' xdEX.? /O Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  v ThispostisusedwiththeSGM06bstrongpostmedianbarrier.ThePDB01timberblockoutisattachedtotheRWM02aguardrailandpostusinganFBB05guardrailboltandnut.TheRER01orRLR01rubrailisattachedusinganFBB04guardrailbolt. ^ K/& X P(   X^@ @TIMBERMEDIANBARRIERPOST \ K/*(  X    XH\@  PDE15 F 3$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.& *'Zddx x  &Y##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Postsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.TimberforpostsshallbeS4S(surfacedfoursides)withfinisheddimensionsindicated.ThetolerancesshownareapplicabletothefinishedpostsincethispostmustslideinsidefoundationtubePTE05.Thepostedgesmayrequirebevelingbelowthe22mmholetoallowtheposttofitintothesteelfoundationtube.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Crosssectionalpropertiesshownbelowarebasedonthefinisheddimensionsandarecalculatedthroughthe64mmweakeninghole.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! 8 X  Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! 0  ? ' oxdEX?   PDF01Q ` 18Q77QXX)29Q3p810Q= 412   ? 'Q dEX ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  6 Thistimberpostisacomponentofseveralguardrailterminalsinthebreakawaycableterminalfamilyofdevices(SEW03a,SEW04aandSEW05).Thispostisconnectedtoasteelfoundationtube(PTE05)usinganFBX16aboltandnutandFWC16awashers.TheanchorcableassemblyofsystemsSEW03a,SEW04aandSEW05connecttothepostthroughthe64mmholeatthebase.PostsleeveFMMO2shouldbeinsertedintothe64mmholeatthebaseofthepost.ThispostisalsousedintheSEW02atrailingendWbeamanchor. ^ K/" X P(   X^@22"@BCTTIMBERPOST \ K/*(# X    XH\@,,PDF01 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 Postsshallbemadeoftimberwithastressgradeofatleast8MPa.GradingshallbeinaccordancewiththerulesoftheWestCoastLumberInspectionBureau,SouthernPineInspectionBureauorotherappropriatetimberassociation.TimberforpostsshallbeS4S(surfacedfoursides)withfinisheddimensionsindicated.ThetolerancesshownareapplicabletothefinishedpostsincethispostmustslideinsidefoundationtubePTE05.Thepostedgesmayrequirebevelingbelowthe22mmholetoallowtheposttofitintothesteelfoundationtube.AlltimbershallreceiveapreservationtreatmentinaccordancewithAASHTOM133afterallendcutsaremadeandholesaredrilled.Crosssectionalpropertiesshownbelowarebasedonthefinisheddimensionsandarecalculatedthroughthe64mmweakeninghole.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! 8 X  Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! 0  ? ' oxdEX?   PDF0203Q ` 18Q77QXX)29Q3p810Q= 412   ? 'Q dEX ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  6 BreakawaytimberpostPDF02isacomponentofseveralguardrailterminalsinthebreakawaycableterminalfamilyofdevices(SEW03bandSEW04b).ThispostisembeddedinconcretefootingPOF01.TheanchorcableassemblyofsystemsSEW03bandSEW04bareconnectedtothepostthroughthe64mmholeatthebase.PostsleeveFMMO2shouldbeinsertedintothe64mmholeatthebaseofthepost.ThispostisalsousedintheSEW02btrailingendWbeamanchor.BreakawaytimberpostPDF03isacomponentoftheSEW09bullnosemedianbarrierterminal.ThepostisembeddedinconcretefootingPOF02.TheanchorcableassemblyofsystemsSEW03bandSEW04bareconnectedtothepostthroughthe64mmholeatthebase.PostsleeveFMMO2shouldbeinsertedintothe64mmholeatthebaseofthepost. ^ K/ ' X P(   X^@x x @LONGBCTTIMBERPOST \ K/*(( X    XH\@ PDF0203 F 3$X,x*)  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x**d H X   H]SHEETNO. = ,!.,+"  =DATE 1'!.,,"  1 @ /h.,, H   hH@2of2 = ,!/--"  ="&US --US --&  03-23-00!  1'!/-."  1'X/x-. H h   '  0.. *)\ddx x  ([##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 The9kg/mflangedchannelpostshallbemanufacturedusingrerolledrailsteelconformingtoASTMA499,Grade60(415MPa).PostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)orpainted.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! Pp Q` (103mm2)Qz z (106mm4)Q**&(106mm4)Q0p(103mm3)Q: (103mm3)Q!!H! (H ? '  xdEX ?    PFE01Q ` 0.8Q0.2Q>>)0.5Q3p9.2Qjj< 11.3    ? '  xdEX ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    TheflangedchannelpostisusedintheSGR01bcableguardrailfamily.ThetrapezoidalsoilplatePLS02shallbeattachedtothepostusing265mmlongFBX08aboltsandnuts.ThreeRCM01cablesshallbeattachedtothepostsusingthreeFBH01orFBH04hookbolts.IthasalsobeenusedexperimentallyasanalternatepostintheSGR02guardrail. ^ K/! X P(   X^@  @FLANGEDCHANNELPOST \ K/*(" X    XH\@::PFE01 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$i H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( **]ddx x  )\##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThestrutshallbemanufacturedfromaC150x12.2channelsectionasdefinedinAASHTOM160M(ASTMA6M).ThematerialofthestrutshallbeAASHTOM270M(ASTMA709M)Grade250steel.Theyokeshallbemanufacturedfrom5mmthickAASHTOM270M(ASTMA709M)Grade250steelplate.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisdesired.CorrosionresistantsteelshallconformtoAASHTOM270M(ASTMA709M)Grade50Wandshouldnotbezinccoated,paintedorotherwisecoated.WeldingshallconformtotherequirementsofANSI/AASHTO/AWSD1.5.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thestrutandyokeassemblyisusedwiththemodifiedeccentricloaderbreakawaycableguardrailterminal(SEW05).ThestrutandyokeareboltedtothePTE05foundationtubeandPDF01breakawaypostusinga250mmlongFBX16aboltandnutandtwoFWC16awashers.Whenusedonshoulderapplications,thechannelsectionshouldfacetheground.Inmedianapplicationsthestrutshouldfaceawayfromtheground. ^ K/ X P(   X^@0 0 @STRUTANDYOKEASSEMBLY \ K/*(  X    XH\@::PFP01 F 3$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.& *+^ddx x  *]##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TheweakpostsoilplateshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steelplate.Afterallpunching,drilling,stampingandweldingiscomplete,theplateshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThissoilplateisweldedtopostPSE01foruseintheSGR01a3cableguardrailandweldedtopostPSE03foruseintheSGR02weakpostWbeamguardrailandtheSGM02weakpostmedianbarrier. ^ K/p  X P(   X^@ @WEAKPOSTSOILPLATE \ K/*(! X    XH\@::PLS01 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 ThetrapezoidalsoilplateshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.Afterallpunching,drilling,stampingandweldingiscompletethesoilplateshallbezinccoatedaccordingtoAASHTOM111(ASTMA123)orpainted.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     Thetrapezoidalsoilplateisusedwiththeflangedchannelpost(PFE01)intheSGR01bcableguardrailsystem.Thesoilplateisattachedtothepostusing265mmlongFBX08aboltsandnuts. ^ K/p  X P(   X^@ @TRAPEZOIDALSOILPLATE \ K/*(! X    XH\@::PLS02 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.' *-`ddx x  ,_##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThefoundationtubesoilplateshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE     ThiscomponentisusedintheSEW03a,SEW04aandSEW05breakawaycableterminals.OnePLS03soilplateisboltedtothePTE05foundationtubeusing2zinccoated200mmlongFBX16aboltsandnutsand2zinccoatedFWC16awashers. ^ K/Hh! X P(   X^@ @FOUNDATIONTUBESOILPLATE \ K/*(" X    XH\@::PLS03 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 Theconcretetimberpostfoundationmaybeprecastorcastinplace.Thefoundationshallbereinforcedwith150x150W38xW38weldedwirefabricconformingtoAASHTOM221(ASTMA497)andAASHTOM32(ASTMA82).PolystyrenesheetingconformingtoAASHTOM230orcompositionpapershouldbeusedtopreventadhesionbetweentheconcreteandthepostthatwillbeinsertedintothesocket.Theinsidedimensionsofthesocketshallbesuchastoallowtheinsertionofanominal220x150timberpostsuchasbreakawaypostPDF02.Thepurposeofthesheetingisallowabrokenordamagedposttobeeasilyremovedfromthefoundation.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thispostfoundationisdesignedforusewithany150x200timberpost.Moreparticularly,thePOF01foundationisusedwiththePDF02breakawaypostintheSEW02b,SEW03bandSEW04b.FoundationPOF02isusedwithpostPDF02intheSEW09bullnosemedianbarrierterminal. ^ K/  X P(   X^@jj@CONCRETETIMBERPOSTFOUNDATION \ K/*( X    XH\@ POF0102 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x* H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '  0. */bddx x  .a##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Theconcretefoundationassemblyforthecableguardrailterminalmaybecastinplaceasonepieceorprecastastwopiecesforeaseofinstallation.Theunreinforcedanchorshallbemadeusingaconcretesuitableforcompleteembeddmentinsoil.Theanchorassemblyshallinclude8640longFRH20ahookedanchorboltsandthebaseofthePSE06slipbasepostembeddedintheconcrete.OneFPA02anchorplateandthetopportionofthePSE06slipbaseanchorpostshallalsobeprovidedasapartofthisassembly.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  0  ThecableguardrailterminalanchorassemblyisanintegralpartoftheSEC01cableguardrailterminal.ThreeRCE03cableendfittingspassthroughtheslotsonthetopofpostPSE06andaresecuredtotheFPA02cableguardrailanchorbracket. ^ K/x X P(   X^@<<@CABLEGUARDRAILTERMINALANCHORASSEMBLY \ K/*( X    XH\@  POF03 F 3$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. *0cddx x  /b##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Theconcreteanchorfortheweakpostturneddownterminalmaybecastinplaceorprecast.Thereinforcementsteelshallusenumber35reinforcementbarsconformingtoAASHTOM31M(ASTMA615M)forGrade300MPa.Theweakpostturneddownterminalanchorassemblyshallbesuppliedwiththe10640longFRH20ahookedanchorboltsembeddedintheconcrete.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  8 X  TheweakpostturneddownterminalanchorisanintegralpartoftheSEW01terminalsystem.TheRWM11aterminalrailistwisteddownandboltedtoatleast8oftheFRH20ahookedanchorbolts. ^ K/  X P(   X^@@WEAKPOSTTURNEDDOWNTERMINALANCHOR \ K/*( X    XH\@  POF04 F 3$X,x*  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x* H X   H]SHEETNO. = ,!.,"  =DATE 1'!.,"  1 @ /h., H   hH@2of2 = ,!/-"  ="&US --US --&  03-23-00!  1'!/-"  1'X/x- H h   '  0. *1dddx x  0c##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).AllweldingshallconformtoANSI/AASHTO/AWSD1.5.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' dEX7  ? 8 X  PSE01Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! ?  ? ' dEX ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThispostisusedwiththestandardSGR01acableguardrailsystem.ThreeFBH01orFBH04hookboltsareusedtoattachtheRCM01cablestothispost. ^ K/  X P(   X^@@CABLEGUARDRAILPOST&WELDEDSOILPLATE \ K/*(! X    XH\@..PSE01 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*# H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *2eddx x  1d##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' dEX_  ? `  PSE02Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! G g  ? ' dEX ? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThispostcanbeusedwiththestandardSGR01acableguardrailsystem.SoilplatePLS01shouldbeattachedtothispostusing4zinccoated35mmFBX08aboltsandnuts.WhenusedwithsoilplatePLS01thispostisinterchangeablewithpostPSE01.TheRCM01cablesareconnectedtothispostusing3hookboltsandnuts(eitherFBH01,FBH02,orFBH04). ^ K/! X P(   X^@N N @CABLEGUARDRAILPOST \ K/*(" X    XH\@..PSE02 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*$% H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *3fddx x  2e##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).AllweldingshallconformtoANSI/AASHTO/AWSD1.5.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' dEX7  ? 8 X  PSE03Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! ?  ? ' dEX ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThispostisusedwiththestandardSGR02weakpostguardrailsystemandtheSGM02weakpostmedianbarriersystem.TheRWM02aWbeamguardrailisboltedtothispostusinga40mmlongFBX08aboltandnutwithaFWR01squarewasherandaFBX14asupportboltandnutwithanadditionalFNX14asupportnut. ^ K/  X P(   X^@rr@WEAKPOSTGUARDRAILPOST&WELDEDSOILPLATE \ K/*(! X    XH\@..PSE03 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#/ H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *4gddx x  3f##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' dEX_  ? `  PSE04Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! G g  ? ' dEX ? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThispostisusedwiththestandardSGR02weakpostguardrailsystemandtheSGM02aweakpostmedianbarriersystem.WhenboltedtothePLS01soilplatewith440mmlongFBX08aboltsandnutsthispostisinterchangeablewithpostPSE03.TheRWM02aWbeamguardrailisboltedtothispostusinga40mmlongFBX08aboltandnutwithaFWR01squarewasherandaFBX14asupportboltandnut. ^ K/  X P(   X^@ @WEAKGUARDRAILPOST \ K/*(! X    XH\@..PSE04 F 3$X,x*"  FYIEz Lp8`.(#LLJ@@@E X,p88 + ] L4X,x*#9 H X   H]SHEETNO. = ,!.,$"  =DATE 1'!.,%"  1 @ /h.,% H   hH@2of2 = ,!/-&"  ="&US --US --&  03-23-00!  1'!/-'"  1'X/x-' H h   '  0.' *5hddx x  4g##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges.AllweldingshallconformtoANSI/AASHTO/AWSD1.5.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' dEX7  ? 8 X  PSE05Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! ?  ? ' dEX ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThispostisusedwiththeSEB01boxbeamguardrailanchor.ThePSE05postisattachedtotheRBM05terminalrailusinga180mmlongFBX20aboltandnut,twoFWC20awashers,andanFPP03terminalsupportbracket. ^ K/.N X P(   X^@  @BOXBEAMANCHORPOST \ K/*( X    XH\@..PSE05 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 +! ] L4X,x*!C H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '  0.% *6iddx x  5h##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foranS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' dEX_  ? `  PSE06Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! G g  ? ' dEX ? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThispostisusedwiththeSEC01terminal.ThepostisinsertedinthePOF03concreteanchorblockand3RCM01cableguardrailsrestintheslotsatthetopofthepost.Thetopandbottomofthepostareattachedusingaslipbasemechanism.Theslipbaseplatesareattachedusing465mmlongFBX12aboltsandnutswithanFWC12awasherundereachheadandnutandbetweentheslipplates. ^ K/f# X P(   X^@ @CABLEGUARDRAILANCHORPOST \ K/*($ X    XH\@..PSE06 F 3$X,x*%  FYIEz Lp8`.(#LLJ@@@E X,p88 +" ] L4X,x*&M H X   H]SHEETNO. = ,!.,'"  =DATE 1'!.,("  1 @ /h.,( H   hH@2of2 = ,!/-)"  ="&US --US --&  03-23-00!  1'!/-*"  1'X/x-* H h   '  0.* *7jddx x  6i##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThispostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)foraS75x8.5Ssection.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).IfcorrosionresistanthardwareisrequiredAASHTOM270M(ASTMA709M)Grade50WsteelshallbeusedandtheembeddedportionofthepostshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).Allholesshallbepunchedthroughbothflanges(inline).AllweldingshallconformtoANSI/AASHTO/AWSD1.5.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' dEX7  ? 8 X  PSE0709Q ` 1.1Q1.1Q>>)0.2Q3p28Q> 6Q!!H! ?  ? ' dEX ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f PostPSE07isthemainpostelementintheSGM03boxbeammedianbarrier.RailsupportbracketFPP04isattachedtothepostusing2FBX20aboltsandnuts.PostPSE08isthemainpostelementintheSGR03boxbeamguardrail.BracketFPP01isattachedtothepostusinganFBX12aboltandnut.ThebracketsupportsrailelementRBM01.PostPSE09isacomponentoftheSEB02boxbeammedianbarrierterminal.RailsupportFPP04isusedtosupportrailFBM13. ^ K/6% X P(   X^@@WEAKPOSTBOXBEAMPOST&WELDEDSOILPLATE \ K/*(& X    XH\@ PSE0709 F 3$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., *8kddx x  7j##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThefoundationtubeshallbemanufacturedusingASTMA500Bsteel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryofASTMA500forTS203x152x4.8structuraltubing.ThesteelshallconformtoASTMA500GradeBmaterial.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)    ? '  xdEX ?    PTE05Q ` 3.2QZZ19.4Q  (12.4Q3p191Q= 163   ? ' dEXn  ? o  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    Thefoundationtubeisusedtoanchorthebreakawaycableterminalwoodpost(PDF01).A250mmlongFBX16aboltandnutconnectsthePDF01timberposttothefoundationtube.OneFWC16awashershouldbeusedundertheboltheadandthenut.SoilplatePLS03shouldbeattachedtothefoundationtubeusing2200mmFBX16aboltsandnutswithFWC16acircularwashersundertheboltheadandnut.ThefoundationtubeisusedintheSEW03a,SEW04aandSEW05terminalsystemsaswellasintheSEW02atrailingendWbeamanchor. ^ K/! X P(   X^@ "@FOUNDATIONTUBE \ K/*(" X    XH\@>>PTE05 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +$ ] L4X,x*$a H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *9lddx x  8k##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThetubularbridgepostshallbemanufacturedusingASTMA500GradeBsteel.ThesectionshallbemanufacturedsuchthatitconformstothegeometryandtolerancesofAASHTOM160M(ASTMA6M)forTS152x76x6.4structuraltubing.Afterallpunching,drilling,stampingandweldingiscomplete,thesectionshallbezinccoatedaccordingtoAASHTOM111(ASTMA123).DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H! (H Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)    ? '  xdEX ?    PTF01Q ` 2.6Q7.4Q>>)2.5Q3p97Q= 65    ? ' dEX  ?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  &  ThetubularpostisusedintheSBT01asteelpostservicelevel1bridgerailing.ThepostisconnectedtotheFPB08bearingplateusingaFBX20bandFBX10abolt.Theseboltsaredesignedtofailpriortotheanchorboltsfasteningthebearingplatetothedeck.Anunblockedoutthriebeam(RTM02a)istherailelementusedinthissystem. ^ K/.N X P(   X^@ @TUBULARBRIDGEPOST \ K/*( X    XH\@JJPTF01 F 3$X,x*   FYIEz Lp8`.(#LLJ@@@E X,p88 +% ] L4X,x*!k H X   H]SHEETNO. = ,!.,""  =DATE 1'!.,#"  1 @ /h.,# H   hH@2of2 = ,!/-$"  ="&US --US --&  03-23-00!  1'!/-%"  1'X/x-% H h   '_  0.% *:mddx x  9l##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Wbeamguardrail_blockouts_Ԁshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcasethe_blockout_Ԁshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wsteel.ThedimensionsofthestructuralW150x13.5aredefinedin_AASHTO_ԀM160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)unlesscorrosionresistantsteelisusedinwhichcaseitshouldnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    This_blockout_ԀisusedintheSGR04astrongpostWbeamguardrailandtheSGM04astrongpostmedianbarrier.Each_blockout_ԀisattachedtoPWE01orPWE02postswithatleast240mmlongzinccoatedFBX16aboltsandnuts.ThewbeamisattachedtothepostusinganFBB02guardrailboltandnut. ^ K/Hh! X P(   X^@F F @WBEAMGUARDRAIL_BLOCKOUT_Ԉ \ K/*(" X    XH\@PWB01 F 3$X,x*#  FYIEz Lp8`.(#LLJ@@@E X,p88 +& ] L4X,x*$u H X   H]SHEETNO. = ,!.,%"  =DATE 1'!.,&"  1 @ /h.,& H   hH@2of2 = ,!/-'"  ="&US --US --&  03-23-00!  1'!/-("  1'X/x-( H h   '  0.( *;nddx x  :m##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 The_thrie_Ԅbeamguardrail_blockouts_Ԁshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcasethe_blockout_Ԁshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wsteel.ThedimensionsofthestructuralW150x13.5aredefinedin_AASHTO_ԀM160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)unlesscorrosionresistantsteelisusedinwhichcaseitshouldnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    This_blockout_ԀisacomponentoftheSGR09astrongpost_thrie_ԀbeamguardrailsystemandtheSGM09astrongpost_thrie_Ԁbeammedianbarriersystem.Each_blockout_Ԁisattachedtotheguardrailpostwithatleast240mmlongzinccoatedFBX16aboltsandnuts.TheRTM02a_thrie_Ԁbeamisattachedusing2FBB02guardrailboltsandnuts. ^ K/ @" X P(   X^@( ( @_THRIE_ԀBEAMGUARDRAIL_BLOCKOUT_Ԉ \ K/*(# X    XH\@PWB02 F 3$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 Themodified_thrie_Ԅbeamguardrail_blockouts_Ԁshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcasethe_blockout_shallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wsteel.ThedimensionsofthecrosssectionshallconformtoeithertheW360x32.9ortheM360x25.6sectionsasdefinedin_AASHTO_ԀM160M(ASTMA6M).Afterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)unlesscorrosionresistantsteelisusedinwhichcaseitshouldnotbezinccoated,paintedorotherwisetreated.Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE    This_blockout_ԀisacomponentoftheSGR09bmodified_thrie_ԀbeamguardrailandtheSGM09bmodified_thrie_Ԁbeammedianbarrier.ItisattachedtopostPWE04usingatleast2zinccoated40mmFBX16aboltsandnuts.TheRWM02arailelementsareattachedtothe_blockout_ԀusingonlyoneFBB02boltandnut. ^ K/Hh! X P(   X^@ @MODIFIED_THRIE_ԀBEAM_BLOCKOUT_Ԉ \ K/*(" X    XH\@PWB03 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.( *=pddx x  <o##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Wbeamand_thrie_Ԅbeamguardrailpostsshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcasethepostshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wsteel.ThedimensionsofthecrosssectionshallconformaW150x13.5sectionasdefinedin_AASHTO_ԀM160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)unlesscorrosionresistantsteelisused.Whencorrosionresistantsteelisusedtheportionoftheposttobeembeddedinsoilshallbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)andtheportionabovethesoilshallnotbezinccoated,paintedorotherwisetreated.DesignatorQ ` AreaQIxQ)_Iy_Q3p_Sx_Q= _Sy_Q!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' AxdEX?  PWE0104Q ` 1.7QZZ6.84Q  (0.91Q2p91.2Qjj< 18.2Q!!H!  ? ' #xdEXV? Ww Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   PostsPWE01andPWE02areusedwiththeSGR04aguardrailandSGM04amedianbarrier.PWB01_blockouts_Ԁareattachedtothepostusingatleast240mmlongFBX16aboltsandnuts.ThePWE03andPWE04postsareusedwiththeSGR09abguardrailandtheSGM09abmedianbarriers.PWB01,PWB02orPWB03_blockouts_Ԁareattachedusingatleast240mmlongboltsforeach_blockout_.PostsPWE01andPWE02arealsousedintheSTB02,STB03,andSTB04wbeamguardrailtobridgerailtransitions.PostsPWE03andPWE04arealsousedintheSTB05andSTB06_thrie_Ԅbeamguardrailtobridgerailtransitions. ^ K/6% X P(   X^@X X @WIDEFLANGEGUARDRAILPOST \ K/*(& X    XH\@ PWE0104 F 3$X,x*'  FYIEz Lp8`.(#LLJ@@@E X,p88 +) ] L4X,x*( H X   H]SHEETNO. = ,!.,)"  =DATE 1'!.,*"  1 @ /h.,* H   hH@2of2 = ,!/-+"  ="&US --US --&  03-23-00!  1'!/-,"  1'X/x-, H h   '  0., *>qddx x  =p##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Wbeamand_thrie_Ԅbeamguardrailpostsshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steelunlesscorrosionresistantsteelisrequiredinwhichcasethepostshallbemanufacturedfrom_AASHTO_ԀM270M(ASTMA709M)Grade50Wsteel.ThedimensionsofthecrosssectionshallconformaW150x13.5sectionasdefinedin_AASHTO_ԀM160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)unlesscorrosionresistantsteelisused.Whencorrosionresistantsteelisusedtheportionoftheposttobeembeddedinsoilshallbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123)andtheportionabovethesoilshallnotbezinccoated,paintedorotherwisetreated.DesignatorQ ` AreaQIxQ)_Iy_Q3p_Sx_Q= _Sy_Q!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' AxdEX?  PWE05Q ` 1.7QZZ6.84Q  (0.91Q2p91.2Qjj< 18.2Q!!H!  ? ' #xdEXV? Ww Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   PostPWE05isusedwiththeSGM06astrongpostmedianbarrier.EachPWB01_blockouts_Ԁareattachedtothepostusingatleast240mmlongFBX16aboltsandnuts.RubrailRER01orRLR01isattachedtothepostusinganFBB03guardrailboltandnut. ^ K/! X P(   X^@@WIDEFLANGEMEDIANBARRIERPOST \ K/*(" X    XH\@PWE05 F 3$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.( *?rddx x  >q##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Theculvertmountedguardrailpostshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steel.ThedimensionsofthestructuralW150x13.5aredefinedin_AASHTO_ԀM160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscut,allholesaredrilledorpunched,andthebaseplateisweldedonthecomponentshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123).WeldingshallconformtoANSI/_AASHTO_/_AWS_ԀD1.5.DesignatorQ ` AreaQIxQ)_Iy_Q3p_Sx_Q= _Sy_Q!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)    ? '  xdEX ?   PWF01Q ` 1.7QZZ6.84Q  (0.91Q2p91.2Qjj< 18.2Q!!H! o  ? ' xdEXF ? G g  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   Thispostisusedwithstrongpostguardrailsystems(SGR05)whencrossingaboxculvert.Thelengthofthepostwillvarywhenusedinthisapplication.Thepostlengthshouldbesuchthatthedistancefromthepavementsurfacetotheguardrailmountingboltis550mm.APWB01_blockout_shallbeattachedtothepostusingatleast240mmFBX16aboltsandnuts.TheRWM02aguardrailisattachedtothe_blockout_ԀusingaFBB02boltandnut. ^ K/" X P(   X^@@CULVERTMOUNTEDGUARDRAILPOST \ K/*(# X    XH\@PWF01 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 Thedeckmountedbridgerailingpostshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steel.ThedimensionsofthestructuralW200x35.9aredefinedin_AASHTO_M160M(ASTMA6M).Afterthesectioniscut,allholesdrilledorpunched,andthebaseplateisweldedontothepost,thecomponentshallbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123).AllweldingshallconformtoANSI/_AASHTO_/_AWS_ԀD1.5.DesignatorQ ` AreaQIxQ)_Iy_Q3p_Sx_Q= _Sy_Q!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' xdEX_ ? `  PWF02Q ` 4.6QZZ34.4Q>>)7.6Q3p342Q= 93Q!!H! G g  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThispostisusedwiththepostandbeamSBB01a2tubebridgerailing.TwoRBM08boxbeamrailelementsareattachedtothepostandsecuredwithtwoFNX20anutsandtwoFWR06washers.Thepostisattachedtothedeckusing4FBX22bhighstrengthanchorboltsembeddedinthebridgedeck. ^ K/" X P(   X^@h h @DECKMOUNTEDBRIDGERAILPOST \ K/*(# X    XH\@PWF02 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.) _*Atddx x  @s##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 TheflushmountedwbeampostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steelusingaW150x37.1structuralsectionasdefinedinAASHTOM160M(ASTMA6M).Ifcorrosionresistantsteelisrequested,thepostshallbemanufacturedfromAASHTOM270M(ASTMA709M)Grade50Wsteel.AfterthesectioniscutandallholesaredrilledorpunchedthecomponentshouldbezinccoatedaccordingtoAASHTOM111(ASTMA123)unlesscorrosionresistantsteelisused.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!    Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4)   ? ' xdEX_ ? `  PWF03Q ` 4.7QZZ22.2Q>>)7.1Q3p274Q= 92Q!!H! G g  ? ' xdEX? ?  Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE   ThispostisusedintheSBB03asidemountedrectangulartubebridgerailings.Thepostisattachedto4FRS30banchorstudsprojectingfromthebridgedeck.The2RBM06aboxbeamsandtheRWM02aWbeamrailareattachedtothepostusingFBX16aboltsandnuts. ^ K/! X P(   X^@  @SIDEMOUNTEDBRIDGEPOST \ K/*(" X    XH\@PWF03 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.( *Buddx x  At##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 ThePWF04deckmountedbridgepostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steelandthegeometrydefinedinAASHTOM160M(ASTMA6M0foraW150x29.8section.Ifcorrosionresistantsteelisrequired,thepostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade50Wsteel.AllweldingshallconformtoANSI/AASHTO/AWSD1.5.Inlieuofthefullpenetrationweldonthefloatflange,a10mmfilletweldweldedallaroundincludingtheedgesoftheflangemaybeused.Afterallwelding,punchingandcuttingiscompletethepostshallbezinccoatedinconformancewithAASHTOM111(ASTMA123)unlessitismanufacturedwithcorrosionresistantsteel.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' xdEX7 ? 8 X  PWF04Q ` 3.8QZZ17.1Q>>)5.5Q3p218Q= 72Q!!H! ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  f ThispostisusedintheSBB02aWandtubebeambridgerailing.TheRWM02awbeamrailand2RBM07tubularrailsareattachedtothispostusing2100mmlongFBX16aboltsandnutsand1FBB03guardrailbolttrimmedto120mm.Thepostisboltedtothedeckwith4FBX20banchorboltsandnuts. ^ K/" X P(   X^@ @DECKMOUNTEDBRIDGEPOST \ K/*(# X    XH\@PWF04 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.) *Cvddx x  Bu##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS   ThePWF05deckmountedbridgerailingpostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade250steel.ThepostshallbemanufacturedfromaW150x37.1sectionasdefinedinAASHTOM160M(ASTMA6M).Ifcorrosionresistantsteelisrequired,thepostshallbemanufacturedusingAASHTOM270M(ASTMA709M)Grade50Wsteel.AllweldingshallconformtoANSI/AASHTO/AWSD1.5.Afterallwelding,punchingandcuttingiscompletethepostshallbezinccoatedinconformancewithAASHTOM111(ASTMA123)unlessitismanufacturedwithcorrosionresistantsteel.DesignatorQ ` AreaQIxQ)IyQ3pSxQ= SyQ!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' xdEX7 ? 8 X  PWF05Q ` 4.7QZZ22.2Q>>)7.1Q3p274Q= 92Q!!H! ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThispostisusedintheSBB01b2tubebridgerailing.TheRBM10rectangulartuberailingandtheRBM09smallsquaretuberailingareattachedtothepostusing150mmlongFBC20aand150mmlongFBC12aboltsandnuts,respectively. ^ K/! X P(   X^@hh@DECKMOUNTEDBRIDGERAILINGPOST \ K/*(" X    XH\@PWF05 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.( * E ddx x  Cv##,x ,x , +  9 &  P(X 9@DD"@ SPECIFICATIONS  0 Thedeckmountedbridgerailingpostshallbemanufacturedusing_AASHTO_ԀM270M(ASTMA709M)Grade250steel.ThedimensionsofthestructuralW150x13.5aredefinedin_AASHTO_M160M(ASTMA6M).W150x12.6wideflangepostsareanacceptablealternativethatisconsideredequivalenttotheW150x13.5.Afterthesectioniscut,allslotsarepunched,andthebaseplateisweldedonthepost,theassemblyshouldbezinccoatedaccordingto_AASHTO_ԀM111(ASTMA123).WeldingshallconformtoANSI/_AASHTO_/_AWS_ԀD1.5.Thewebmustnotbeweldedtothebaseplateandweldinglimitsmustbeadheredto_to_Ԁallowtheposttobreakawayfromthebaseplateinasevereimpact.DesignatorQ ` AreaQIxQ)_Iy_Q3p_Sx_Q= _Sy_Q!!H!   Q` (103mm2)Qz z (106mm4)QDD&(106mm4)Q0p(103mm4)Q: (103mm4) `  ? ' xdEX7 ? 8 X  PWF06Q ` 1.7QZZ6.84Q  (0.91Q2p91.2Qjj< 18.2Q!!H! ?  ? ' xdEX?   Dimensionaltolerancesnotshownorimpliedareintendedtobethoseconsistentwiththeproperfunctioningofthepart,includingitsappearanceandacceptedmanufacturingpractices.@#@ INTENDEDUSE  >^ ThispostisusedwiththeSBW01atubularwbeambridgerail.TheRWM10atubularWbeamisattachedtothePWF06postusinganFBX16aboltandnutandanFMM04spacersleeve.Theweldsconnectingthisposttothebaseplatearedesignedtofailduringanimpact. ^ K/" X P(   X^@pp@DECKMOUNTEDBRIDGERAILINGPOST \ K/*(# X    XH\@PWF06 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   '