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Improved LRFD/LRFR specifications for permit and fatigue load truck.

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English


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  • Abstract:
    Bridge design and evaluation are moving toward the American Association of State Highway and Transportation

    Officials (AASHTO) load and resistance factor design/load and resistance factor rating (LRFD/LRFR)

    specifications using calibrated truck load models and associated load factors. Current code has load factors

    determined by national data, some of which is quite old and doesn’t reflect current traffic and load patterns.

    Additionally, loads vary greatly from site to site across the country, and California is unique in many aspects of the

    distribution of truck loading on its highway systems.

    Caltrans is embarking on a project to produce a revised permit vehicle and load factors for LRFD/LRFR based on

    California weigh-in-motion (WIM) data and permit routing policies. To aid in this effort, we identified and reviewed

    research reports from national and state sources in which state-of-the-art WIM data were applied to bridge design

    and evaluation, and were used in calibrating reliability-based load and resistance factors. We looked particularly for

    states that have gone through similar processes with special interest in the incorporation of side-by-side occurrences

    of truck traffic and detailed calibrations of the load factors.

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    urn:sha256:86095c4678abb40b231efe6752cc008ee1e94777fcd90b59a9919a6b46902fab
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    Filetype[PDF - 2.16 MB ]
File Language:
English
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