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<br />ll/~~/~O lun ~~.vv InA ~~~ vu~ ~uu~ <br /> <br />~-r,;,I'::-'::- . <br /> <br /> <br />Oregon Department of Transportation <br /> <br />Technical Services Branch <br />Bridge Engineering Section <br />Local Agency Bridge Load Rating <br />Posting Summary Sheet <br /> <br />Local ~~c)': <br /> <br />City of Eugene <br />12/15/1998 <br /> <br />NBIS Bridge Number: <br /> <br />39C129 <br /> <br />Date: <br /> <br />: <br /> Truck Inventory Operating Posting Required <br /> HS Equivalent HS 10 HS 13 N/A <br /> HS20 (36 Tan) 17.3 Tons 23.8 Tons N/^ <br /> Type 3 (2S Ton) Tons 19.0 Tons YES <br /> Type 352 (40 Ton) Tons 30.0 Tons YES <br /> Type 3-3 (40 Ton) Tons 36.8 Tons YES <br /> Pennit S (60.25 Ton) Tons 36.8 Tons N/A <br /> Permit 6 (75.25 Ton) Ton~ 43.6 Tons N/A <br /> Permit 1 (92,5 Ton) Tons 56.4 Tons N/A <br /> <br />OREGON LEGAL LOADS <br />RECOMMENDED POSTING <br /> <br /> <br /> <br />TYPE 3 <br /> <br />TYPE 3S2 <br /> <br /> <br />-I!:lTONS <br /> <br />TYPE 3-3 <br /> <br />COMME~TS: <br />Shear In the timber stringers contfols the ratings. The rating values in <br />the table iebove assume the exterior stringers and bent caps are <br />replaced !and the piles are effectively repaired. <br /> <br />POSTIN$ IS REQUIRED <br /> <br /> <br />Until thaj deficient elements are replaced and repaired 8S <br />approp...te. the bridge should be posted .t 5 tona gross load <br />and the travel lanes physically restricted I mInimum of 1.5 feet <br />from theiextertor glrder. <br /> <br />~I,"; /2- 31-"8 <br />