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

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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
File Language:
English
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