Development of State-Specific Load and Resistance Factor Rating Method
Publication: Journal of Bridge Engineering
Volume 18, Issue 5
Abstract
Recognizing the limitations of the generic truck weight data and conservative assumptions made during the calibration of live load factors for bridge rating, the AASHTO load and resistance factor rating (LRFR) manual for bridge evaluation provides sufficient flexibility and allows state agencies to adjust the live load factors based on their individual conditions and site-specific or state-specific information. This paper describes a reliability-based process that can be followed to perform such adjustments and illustrates its application using an example in which the procedure was followed during the calibration of a LRFR methodology for New York State bridges. This methodology is applied to the rating of existing bridges, posting of understrength bridges, and checking of permit trucks. The live load models used during the calibration are based on weigh-in-motion data collected from several representative sites. The LRFR live load factors developed using the proposed calibration process would provide uniform and consistent levels of bridge safety and reliability for the bridge classes and configurations targeted. The target reliability levels used during the calibration should reflect the experience gained by state bridge engineers from evaluation of existing bridges under current loading conditions.
Get full access to this article
View all available purchase options and get full access to this article.
References
AASHTO. (2007). AASHTO LRFD bridge design specifications, 4th Ed., AASHTO, Washington, DC.
AASHTO. (2008). Manual for bridge evaluation, 1st Ed., AASHTO, Washington, DC.
Ghosn, M., and Moses, F. (1986). “Reliability calibration of a bridge design code.” J. Struct. Eng.,112(4), 745–763.
Ghosn, M., Sivakumar, B., and Miao, F. (2010). “Calibration of load and resistance factor rating methodology in New York State.” Transportation Research Record 2200, Transportation Research Board, Washington, DC, 81–89.
Ghosn, M., Sivakumar, B., and Miao, F. (2011). “Load and resistance factor rating (LRFR) in NYS.” Project No. C-06-13 Final Rep., New York Department of Transportation, Albany, NY.
Ghosn, M., Sivakumar, B., and Moses, F. (2008). “Modeling maximum live load effects of highway bridges.” Proc., Int. Association for Life-Cycle Civil Engineering (IALCCE) Conf. on Life-Cycle Engineering, CRC Press, Taylor and Francis Group, London.
Moses, F. (2001). “Calibration of load factors for LRFR bridge evaluation.” NCHRP Rep. 454, Transportation Research Board, National Research Council, Washington, DC.
Nassif, H., Yuksel, S. D., and Malhas, F. (2005). “Probabilistic dynamic load models for girder bridges.” Proc., 9th Int. Conf. on Structural Safety and Reliability (ICOSSAR), Millpress, Rotterdam, Netherlands.
Nowak, A. S. (1999). “Calibration of LRFD bridge design code.” NCHRP Rep. 368, Transportation Research Board, Washington, DC.
Sivakumar, B., and Ghosn, M. (2011). “Recalibration of LRFR live load factors in the AASHTO manual for bridge evaluation.” NCHRP Project 20-07/Task 285 Final Rep., Transportation Research Board, National Academy Press, Washington, DC.
Sivakumar, B., Ghosn, M., and Moses, F. (2011). “Protocols for collecting and using traffic data in bridge design.” NCHRP Rep. 683, Transportation Research Board, Washington, DC.
Sivakumar, B., Moses, F., Fu, G., and Ghosn, M. (2007). “Legal truck loads and AASHTO legal loads for posting.” NCHRP Rep. 575, Transportation Research Board, Washington, DC.
Thoft-Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its applications, Springer, Berlin.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jul 26, 2011
Accepted: Jan 30, 2012
Published online: Feb 1, 2012
Published in print: May 1, 2013
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.