Bridge Rating for Vehicles with Grandfather Provisions
Publication: Journal of Bridge Engineering
Volume 26, Issue 9
Abstract
To ensure bridge safety under vehicular traffic, the owners must systematically verify the adequacy of bridge live load-carrying capacity. Bridges are evaluated for design, legal, and permit loading. The legal load rating uses AASHTO legal trucks, which meet the Federal Bridge Formula requirements. However, each state has a federal law exemption for truck weight and size. The state-specific grandfather provisions allow the operation of legally overloaded vehicles. Thus, the objective of this study is to determine whether the current live load factors provide adequate safety for exempted vehicles because there are no provisions for overloaded vehicles under grandfather provisions. This study presents a reliability-based analysis to determine state-specific live load factor for bridge rating on an example of Montana’s 20% overload allowance for agricultural vehicles. This approach does not require a reanalysis of the state bridge inventory. Linear scaling of existing rating results from bridge records can be used to determine ratings for agricultural vehicles. The study provides a calibration method to maintain the required minimum safety level with the minimum cost and effort.
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Acknowledgments
The presented research was partially sponsored by the Montana Department of Transportation, in collaboration with AECOM, represented by Brett Canimore, Jason Zimpfer, and Henry Fix, which is gratefully acknowledged. Also, thanks are due to Great West Engineering Inc. for the identification of vehicles transporting agricultural commodities in Montana and to Dr. Michael Stallings for his input in discussions and valuable comments. Support from Auburn University’s High-Performance Computing Cluster (HPCC) is much appreciated. The opinions and conclusions expressed or implied are those of the authors.
References
AASHTO. 2003. Manual for condition evaluation and load and resistance factor rating (LRFR) of highway bridges. Washington, DC: AASHTO.
AASHTO. 2018. Manual for bridge evaluation. 3rd ed. Washington, DC: AASHTO.
AAHSTO LRFD. 2020. Bridge design specification. 9th ed. Washington, DC: AASHTO.
Bae, H.-U., and M. G. Oliva. 2012. Bridge analysis and evaluation of effects under overload vehicles-Phase II. CFIRE 02-03. Madison, WI: Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison.
Caprani, C. C., E. J. O’Brien, and G. J. McLachlan. 2008. “Characteristic traffic load effects from a mixture of loading events on short to medium span bridges.” Struct. Saf. 30 (5): 394–404. https://doi.org/10.1016/j.strusafe.2006.11.006.
Chotickai, P., and M. D. Bowman. 2006. Fatigue of older bridges in Northern Indiana due to overweight and oversized loads, vol. 2: Analysis methods and fatigue evaluation. FHWA/IN/JTRP-2005/16-2. West Lafayette, IN: Indiana Dept. of Transportation, Purdue Univ.
Chowdhury, M., B. Putman, W. Pang, A. Dunning, C. Dey, and L. Chen. 2013. Rate of deterioration of bridges and pavements as affected by trucks. Final Rep. Washington, DC: US Dept. of Transportation.
FHWA, Freight Management and Operations. 2019. “Compilation of existing state truck size and weight limit laws.” Appendix A: State Truck Size and Weight Laws—FHWA Freight Management and Operations. Accessed November 29, 2020. https://ops.fhwa.gov/freight/policy/rpt_congress/truck_sw_laws/app_a.htm.
FHWA. 2019. “Bridge formula weights.” Accessed March 29, 2021. https://ops.fhwa.gov/freight/publications/brdg_frm_wghts.
Fiorillo, G., and M. Ghosn. 2014. “Procedure for statistical categorization of overweight vehicles in a WIM database.” J. Transp. Eng. 140 (5): 04014011. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000655.
Fu, G., and O. Hag-Elsafi. 2000. “Vehicular overloads: Load model, bridge safety, and permit checking.” J. Bridge Eng. 5(1): 49–57. https://doi.org/10.1061/(ASCE)1084-0702(2000)5:1(49).
Gao, L. 2012. “Reliability-based evaluation of bridge live load carrying capacity in United States.” Ibaraki, Japan: Public Works Research Institute.
Ghosn, M., G. Fiorillo, V. Gayovyy, T. Getso, S. Ahmed, and N. Parker. 2015. Effects of overweight vehicles on NYSDOT infrastructure. Final Rep. Albany, NY: New York State Dept. of Transportation.
Ghosn, M., B. Sivakumar, and F. Miao. 2013. “Development of state-specific load and resistance factor rating method.” J. Bridge Eng. 18 (5): 351–361. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000382.
Mlynarski, M., W. G. Wassef, and A. S. Nowak. 2011. A comparison of AASHTO bridge load rating methods. National Cooperative Highway Research Program (NCHRP) Report 700. Washington, DC: Transportation Research Board.
Moses, F. 2001. Calibration of load factors for LRFR bridge evaluation. NCHRP Rep. Washington, DC: National Academy Press.
Nassif, H., K. Ozbay, H. Wang, R. Noland, P. Lou, S. Demiroluk, D. Su, C. Na, J. Zhao, and M. Beltran. 2015. Impact of freight on highway infrastructure in New Jersey. Final Rep. FHWA-NJ-2016-004. Trenton, NJ: New Jersey Department of Transportation Bureau of Research and US Dept. of Transportation, Federal Highway Administration.
Nichols, A., and D. Bullock. 2004. Quality control procedures for weigh-in-motion data. FHWA/IN/JTRP-2004/12, SPR-2795. West Lafayette, IN: Purdue Univ.
Nowak, A. S. 1999. Calibration of LRFD bridge design code. NCHRP Rep. 368. Washington, DC: Transportation Research Board. National Research Council.
Nowak, A. S., and H. Nassif. 1995. “Dynamic load spectra for girder bridges.” Transp. Res. Rec. 1476: 69–83.
Nowak, A. S., and P. Rakoczy. 2013. “WIM-based live load for bridges.” KSCE J. Civ. Eng. 17 (3): 568–574. https://doi.org/10.1007/s12205-013-0602-8.
O’Brien, E. J. 2011. Cleaning weigh-in-motion data: Techniques and recommendations. Dublin, Ireland: Dublin Institute of Technology, Univ. College Dublin.
O’Brien, E. J., and B. Enright. 2013. “Using weigh-in-motion data to determine aggressiveness of traffic for bridge loading.” J. Bridge Eng. 18 (3): 232–239. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000368.
Pelphrey, J., C. Higgins, B. Sivakumar, R. L. Groff, B. H. Hartman, J. P. Charbonneau, J. W. Rooper, and B. V. Johnson. 2008. “State-specific LRFR live load factors using weigh-in-motion data.” J. Bridge Eng. 13 (4): 339–350. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:4(339).
Ramachandran, A. N., K. L. Taylor, J. R. Stone, and S. S. Sajjadi. 2011. “NCDOT quality control methods for weigh-in-motion data.” Public Works Manage. 16 (1): 3–19. https://doi.org/10.1177/1087724X10383583.
Ramesh Babu, A., O. Iatsko, and A. S. Nowak. 2019. “Comparison of bridge live loads in US and Europe.” Struct. Eng. Int. 29 (1): 84–93. https://doi.org/10.1080/10168664.2018.1541334.
Reisert, J. A., and M. D. Bowman. 2005. Fatigue of older bridges in Northern Indiana due to overweight and oversized loads. Vol. 1 Bridge and weigh-in-motion measurements. FHWA/IN/JTRP-2005/16-1. Joint Transportation Research Program. West Lafayette, IN: Indiana Dept. of Transportation, Purdue Univ.
Siavashi, S., and C. D. Eamon. 2020. “Load truncation approach for development of live-load factors for bridge rating.” J. Bridge Eng. 25 (7): 04020039. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001559.
Sivakumar, B., M. Ghosn, and F. Moses. 2008. Protocols for collecting and using traffic data in bridge design. Washington, DC: Transportation Research Board.
Sivakumar, B., F. Moses, G. Fu, and M. Ghosn. 2007. Legal truck loads and AASHTO legal loads for posting. National Cooperative Highway Research Program (NCHRP) Rep. 575. Washington, DC: Transportation Research Board.
Stephens, J., A. Al-Kaisy, N. Villwock-Witte, D. McCarthy, Y. Qi, D. Veneziano, S. Forsythe, R. Peccia, and L. Ewan. 2017. Montana weigh-in-motion (WIM) and automatic traffic recorder (ATR) strategy. Final Rep. FHWA/MT-17-005/8222-001. Washington, DC: FHWA.
Vandervalk-Ostrander, A. 2009. AASHTO guidelines for traffic data programs. Washington, DC: AASHTO.
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© 2021 American Society of Civil Engineers.
History
Received: Jan 18, 2021
Accepted: May 6, 2021
Published online: Jul 8, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 8, 2021
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