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Review and revision of overload permit classification.
  • Published Date:
    2013-02-01
  • Language:
    English
Filetype[PDF-4.39 MB]


Details:
  • Corporate Creators:
  • Publication/ Report Number:
    RC-1589
  • Resource Type:
  • Geographical Coverage:
  • Edition:
    Final report.
  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures ; NTL-FREIGHT-Trucking Industry ; NTL-SAFETY AND SECURITY-Highway Safety ;
  • Format:
  • 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.

  • Funding:
  • Main Document Checksum:
  • Supporting Files:
    No Additional Files
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