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_~ <br /> t <br /> <br /> <br /> <br />o ~ <br />• w <br /> <br /> <br /> ~ <br />v+ _~~ <br /> .~ yt~ <br />Oregon ~eparitmen~ of ~'x~ansportation <br />Technical Services Braach <br />Bridge Engineering Section <br />Local Agency $ridgo Load Rating <br />Posting Summary Shot <br />Local Ag~:ncy: City of Eu ene <br />Date: 12115!1998 <br /> Tick inventory Operating Pasting Roquircd <br />HS Equivalent HS 10 HS 13 NIw <br />I-IS 20 (36 Ton} 17.3 Tons 23.8 Tons N!A <br />Type 3 (ZS Ton) Tons ~ 9.0 Tons YES <br />Type 3S2 (4o Ton) Tons 30.0 Tons YES <br />Type 3-3 (4o Ton) Tons 36.8 Tons YES <br />Permit 5 i5o.25 Ton} Tons 3b.8 Tons N/w <br />Pormit 6 (7x,25 Ton) Tons 43.b Tons ta/w <br />Permit 7 (92.5 Ton) Tons Sb,4 Tons Nu <br />OREGON LEGAL LOADS <br />RECOri~1MENDED POSTING <br />~~TONS <br />NBIS Bridge Number. 39C129 <br />_~_TONS <br />TYPE 3 <br />,~,'fONS <br />TYPE 3-3 <br />GUMM>=N 1 ~: <br />Shear in zhe timber stringers cantrots the ratings. The raring values in <br />the table iabove assume the exterior stringers and bent caps are <br />replaced;ahd the piles are effectively -epaired, <br />Until the~deficient elements are replaced and repaired as <br />apprcpripte, tf~e bridge should be posted at 5 tons gross load <br />and the travel lanes physically restricted a mirllmum of 1.5 feet <br />from theiexterior girder. <br />~POSTIN45 IS REQUIRED <br />TYPE 3S2 <br /> <br />1N <br />~COl~ <br />~~rTS.~~ <br />G.~N"~/ <br />Fscpfrac; /2~3/-9g <br />