Review and revision of overload permit classification.
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2013-02-01
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Edition:Final report.
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Abstract:The Michigan Department of Transportation (MDOT) allows trucks that exceed their legal loads to cross ; bridges if they apply and are approved for a permit. More than 30,000 permits have been processed each ; year since 2002, providing a vital service to Michigan's economy. However, the permitting system must ; be robust enough to ensure that the safety of the motoring public is maintained by accounting for ; overload vehicles without unduly restricting commerce. ; Currently, structures are placed into Overload Class by checking all service limit states as identified by ; the 2005 MDOT Bridge Analysis Guide (BAG) with 2009 Interim Updates and the 2010 American ; Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Evaluation (MBE) ; with interims. Vehicles are placed into the Overload Class by comparing the maximum moments of the ; vehicle for span lengths between 15-ft to 160-ft to the moments produced by the 20 standard overload ; configurations provided by the BAG. Structures that do not pass an overload class would be marked as ; restricted and require a specific analysis, increasing the turn-around time for the client and the analysis ; cost incurred by MDOT. ; The current software used for the analysis of the structures is a simplified solution that was developed ; well over 20 years ago when more robust solutions were not feasible. With the capability of modern ; computing and the availability of bridge software solutions, this research project looks at solutions for ; updating the bridge analysis as well as the overall overload permit classification process.
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Main Document Checksum:urn:sha-512:e0f6372807ddd2983475a386aaaac84350d9d1cc5cbc69ec362bff66165bf554cb914a9df8a644cc353eb18c5a193e3b039e46cb9e91ba9cd4704ee6cd46a9ca