I <br /> I <br /> Oregon Department of T>ransporta>hon <br /> Technical Services Branch <br /> ~ + ~ fridge Engineering Scction <br /> a Local Agancy fridge Load Rating <br /> ~ <br /> f*.+a Posting Summary Shect <br /> r <br /> Local Ag~`ncy: City of Eu ene iYBIS Bridge Number. 39C129 <br /> Datc: 1211 Sl1998 <br /> Truck lavantory Operating Pasting Requircd <br /> HS quivalent HS 10 HS 13 N/w <br /> HS 2 (36 Tan} 17.3 Tons Z3.8 Tons NIA <br /> Ty 3 (zs Ton) Tons 19.0 Tons YES <br /> <br /> ` Ty 3S2 (4o Ton) Tons 30.0 Tons Y1E;5 <br /> T 3-3 (4o Ton) Tons 3b.8 Tons YfiS <br /> P it 5 (60.25 Ton) Tons 3b.8 Tons N/w <br /> P it 6 (~s~s Ton) Tons 43.b Torts rv/A <br /> Pc it 7 (92.3 Ton) Tons 56.4 Tons N/w <br /> OREGON LEGAL LOADS <br /> RECOMMENDED POSTING <br /> 6 TONS _~_TONS <br /> i <br /> 1 <br /> TY E 3 TYPE 3S2 <br /> ~YONS <br /> TYPE 3-3 <br /> COMMENTS: <br /> Shear in the ti bef stringers cohtrots the ratings. The rating values in p <br /> the tableiabov assume the exterior strirtgerr and bent caps are ROFFF <br /> replaced;and a piles are effectively repaired. e~c~~~Gi NF~.~'o~ <br /> _ r <br /> Until thejdefi isnt elements are replaced and repaired as <br /> appropnipte. a bridge should be posted vt 5 torts gross load .~I~OFit:G0~1 <br /> and the trave lanes physically restricted a minimum of 1.5 feet `LY15~1~ <br /> from tfieie~cte or girder. <br /> G. <br /> Pa5TIN45'i IS QUIRED <br /> EYplrea• /2~-3/-9$ <br /> i <br /> <br />