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First published online January 1, 2014

Selection Table Development for Bridge Railing

Abstract

Although six test levels have been available for 20 years to develop a longitudinal barrier, guidelines on how to choose bridge railings on the basis of specific site and traffic conditions have not been developed that take advantage of the range of crash-tested bridge railing hardware. The research reported in this paper was performed to develop such guidelines. During the guidelines’ development, several important issues emerged that quantified how the site, traffic, and cost characteristics of a project site should be characterized. This paper presents the issues and discusses the applied solutions. A sample set of bridge rail selection tables is presented with use of the solutions discussed, and the sample is compared with bridge railing selection tables documented in the literature. Although the specific example discussed in this paper involves the selection of bridge railings on the basis of site and traffic conditions, the same procedure can be used to develop most other roadside safety selection and location tables.

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References

1. AASHTO. Guide Specifications for Bridge Railings. Washington, D.C., 1989.
2. Mak K. K., and Sicking D. L. Evaluation of Performance Level Selection Criteria for Bridge Railings. Draft final report. NCHRP Project 22-08. TRB, National Research Council, Washington, D.C., 1993.
3. Ross H. E. Jr., Sicking D. L., Zimmer R. A., and Michie J. D. NCHRP Report 350: Recommended Procedures for the Safety Performance Evaluation of Highway Features. TRB, National Research Council, Washington, D.C., 1993.
4. Manual for Assessing Safety Hardware, AASHTO. Washington, D.C., 2009.
5. Harwood D. W., Torbic D. J., Richard K. R., Glauz W. D., and Elefteriadou L. NCHRP Report 505: Review of Truck Characteristics as Factors in Roadway Design. Transportation Research Board of the National Academies, Washington, D.C., 2003.
6. ARA, Inc., ERES Consultants Division. Guide for Mechanistic–Empirical Design of New and Rehabilitated Pavement Structures. Final report NCHRP Project I-37A. Transportation Research Board of the National Academies, Washington, D.C., 2004. www.trb.org/mepdg/guide.htm.
7. Mak K. K., Sicking D. L., and Coon B. A. NCHRP Report 665: Identification of Vehicular Impact Conditions Associated with Serious Ran-off-Road Crashes. Transportation Research Board of the National Academies, Washington, D.C., 2010.
8. Ray M. H., Carrigan C. E., Plaxico C. A., and Johnson T. O. Engineer's Manual: Roadside Safety Analysis Program Update. Roadsafe LLC, Canton, Maine, 2012. http://rsap.roadsafellc.com/RSAPv3EngineersManual.pdf.
9. Ray M. H., Carrigan C. E., Plaxico C. A., Sicking D. L., and Bligh R. Recommended Guidelines for the Selection of Test Levels 2 Through 5 Bridge Railings. NCHRP Project 22–12(03). Transportation Research Board of the National Academies, Washington, D.C., forthcoming.

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Article first published online: January 1, 2014
Issue published: January 2014

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© 2014 National Academy of Sciences.
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Authors

Affiliations

Malcolm H. Ray
RoadSafe, LLC, Box 312, 12 Main Street, Canton, ME 04221.
Christine E. Carrigan
RoadSafe, LLC, Box 312, 12 Main Street, Canton, ME 04221.
Chuck A. Plaxico
RoadSafe, LLC, Box 312, 12 Main Street, Canton, ME 04221.

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