Technical Papers
Sep 12, 2013

Development of Load Rating Procedure for Railroad Flatcar Bridges through Use of Field Instrumentation. II: Procedure Development

Publication: Journal of Bridge Engineering
Volume 19, Issue 5

Abstract

Many state and county highway agencies are often forced to develop innovative and economical replacement strategies for deteriorated bridges. One such option is to use a retired railroad flatcar (RRFC) for a bridge superstructure. Many states have found RRFCs to be successful and economical alternatives to more traditional structural systems. Although the performance of RRFCs has been satisfactory, there is little to no guidance in the AASHTO specifications for load rating these structures. This inexperience has led some to take overly conservative approaches when rating these bridges for strength and fatigue. This paper, the second of two companion papers, presents the development of proposed load rating guidelines for RRFC bridges. The guidelines were developed based on previous research found in the literature and through the use of controlled load testing of RRFC bridges as presented in the first companion paper.

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Acknowledgments

This research was sponsored by the Indiana Local Technical Assistance Program (Indiana LTAP). The authors appreciate the support of the Indiana county offices, specifically Clay, Fountain, and Vermillion counties for providing assistance and valuable knowledge with respect to railroad flatcar bridges. The authors also acknowledge the input from Dr. Robert Sweeney of Modjeski and Masters and Mr. John Unsworth of Canadian Pacific Railroad, who shared their bridge engineering experience. The authors also thank Clark Dietz Engineers for sharing their experience regarding the load rating of railroad flatcar bridges in Indiana. Assistance from various students and staff of Bowen Laboratory at Purdue University is also much appreciated.

References

AASHTO. (2002). Standard specifications for highway bridges, 12th Ed., Washington, DC.
AASHTO. (2008). Manual for bridge evaluation, 1st Ed., Washington, DC.
AASHTO. (2010). LRFD bridge design specifications, 5th Ed., Washington, DC.
Association of American Railroads (AAR). (2007). “Design, fabrication, and construction of freight cars.” Manual of standards and recommended practices, Section C, Part II, Washington, DC.
Moses, F., Schilling, C. G., and Raju, K. S. (1987). “Fatigue evaluation procedures for steel bridges.” National Cooperative Highway Research Program (NCHRP) Rep. 299, Case Western Reserve Univ., Cleveland, OH.
Parsons, Thomas J. (1991). “Bridges constructed from railroad cars.” Final Rep. TRC-8901, Arkansas State Highway and Transportation Department and Arkansas State Univ., Little Rock, AR.
Provines, J. T., Connor, R. J., and Sherman, R. J. (2011). “Development of guidelines for the rating, inspection, and acquisition of railroad flatcars for use as highway bridges on low-volume roads.” Indiana Local Technical Assistance Program, Purdue Univ., West Lafayette, IN.
Provines, J. T., Connor, R. J., and Sherman, R. J. (2014). “Development of load rating procedure for railroad flatcar bridges through use of field instrumentation. I: Data collection and analysis.” J. Bridge Eng.,, 0413025.
Wipf, T. J., Klaiber, F. W., Boomsma, H. A., and Palmer, K. S. (2007a). “Field testing of railroad flatcar bridges. I: Single spans.” Final Rep., Iowa DOT Project TR-498, Iowa State Univ. of Science and Technology, Ames, IA.
Wipf, T. J., Klaiber, F. W., and Doornink, J. D. (2003). “Demonstration project using railroad flatcars for low-volume road bridges.” Final Rep., Iowa DOT Project TR-444, Iowa State Univ. of Science and Technology, Ames, IA.
Wipf, T. J., Klaiber, F. W., Massa, J. J., Keierleber, B., and Witt, J. (2007b). “Field testing of railroad flatcar bridges. II: Multiple spans.” Final Rep., Iowa DOT Project TR-498, Iowa State Univ. of Science and Technology, Ames, IA.
Wipf, T. J., Klaiber, F. W., Witt, J., and Threadgold, T. L. (1999). “Use of railroad flatcars for low-volume road bridges.” Final Rep., Iowa DOT Project TR-421, Iowa State Univ. of Science and Technology, Ames, IA.

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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 19Issue 5May 2014

History

Received: Jan 30, 2013
Accepted: Sep 10, 2013
Published online: Sep 12, 2013
Published in print: May 1, 2014
Discussion open until: May 26, 2014

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Authors

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Jason T. Provines [email protected]
Staff Engineer, Professional Services Industries, Federal Highway Administration Turner-Fairbank Highway Research Center, McLean, VA 22101 (corresponding author). E-mail: [email protected]
Robert J. Connor [email protected]
Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907. E-mail: [email protected]
Ryan J. Sherman [email protected]
Research Assistant, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907. E-mail: [email protected]

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