Technical Papers
Jan 22, 2016

Safety Effectiveness of Centerline Plus Shoulder Rumble Strips on Two-Lane Rural Roads

Publication: Journal of Transportation Engineering
Volume 142, Issue 5

Abstract

The combined application of centerline and shoulder rumble strips is intended to reduce the frequency of crashes by alerting drivers that they are about to leave the traveled lane. To date, this combination treatment has not been rigorously evaluated with a multistate database. To fill this void, this study evaluated treated two-lane rural road locations in three states. To account for potential site selection bias, an empirical Bayes (EB) before-after analysis was conducted. The combined results for all states indicate statistically significant crash reductions for all crash types analyzed. The crash type with the smallest crash modification factor (CMF) (i.e., the greatest crash reduction) is head-on with a CMF of 0.632 (i.e., a crash reduction of 36.8%). For run-off-road, head-on, and sideswipe-opposite direction crashes combined (i.e., lane departure crashes), the estimated CMF is 0.733. Benefit:cost (B:C) ratios were estimated to range from 28.2 to 67.7, depending on the treatment cost and service life assumption.

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Acknowledgments

This work was managed by Ms. Roya Amjadi of the Federal Highway Administration. The authors wish to acknowledge her vision and guidance to the project. This work is based on data provided by Kentucky, Missouri, and Pennsylvania. The following individuals contributed not only data but also their time and insight to make this study successful: Mr. Tracy Lovell, P.E., Kentucky Transportation Cabinet; Ms. Ashley Reinkemeyer, P.E., Missouri Department of Transportation; Mr. John Miller, P.E., Missouri Department of Transportation; Mr. Girish Modi, P.E., Pennsylvania Department of Transportation; Mr. Jeffrey Roecker, Pennsylvania Department of Transportation; and Mr. Steven Fink, Pennsylvania Department of Transportation.

References

AASHTO. (2010). “Highway safety manual.” Washington, DC.
Council, F., Zaloshnja, E., Miller, T., and Persaud, B. (2005). “Crash cost estimates by maximum police-reported injury severity within selected crash geometries.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
Hauer, E. (1997). Observational before-after studies in road safety—Estimating the effect of highway and traffic engineering measures on road safety, Elsevier.
Neuman, T. R., et al. (2003a). “Volume 4: A guide for addressing head-on collisions.”, Transportation Research Board, Washington, DC.
Neuman, T. R., et al. (2003b). “Volume 6: A guide for addressing run-off-road collisions.”, Transportation Research Board, Washington, DC.
Sayed, T., deLeur, P., and Pump, J. (2010). “Impact of rumble strips on collision reduction on highways in British Columbia, Canada: Comprehensive before-and-after safety study.” Transportation Research Record, 2148, 9–15.
Torbic, D., et al. (2009). “Guidance for the design and application of shoulder and centerline rumble strips.”, Transportation Research Board, Washington, DC.
Torbic, D., Bauer, K., Hutton, J., and Campbell, J. (2013). “Delta region transportation development program: Rural safety innovation program evaluation.”, U.S. Dept. of Transportation, Federal Highway Administration, Washington, DC.
USDOT (U.S. Department of Transportation). (2014). “Guidance on treatment of the value of a statistical life (VSL) in U.S. Department of Transportation analyses–2014 adjustment.” 〈http://www.dot.gov/sites/dot.gov/files/docs/VSL_Guidance_2014.pdf〉 (Jun. 13, 2014).
Zaloshnja, E., Miller, T., Council, F., and Persaud, B. (2006). “Crash costs in the United States by crash geometry.” Accid. Anal. Prev., 38(4), 644–651.

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 5May 2016

History

Received: Mar 24, 2015
Accepted: Sep 30, 2015
Published online: Jan 22, 2016
Published in print: May 1, 2016
Discussion open until: Jun 22, 2016

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Authors

Affiliations

Bhagwant Persaud [email protected]
P.Eng.
Professor, Dept. of Civil Engineering, Ryerson Univ., 350 Victoria St., Toronto, ON, Canada M5B 2K3 (corresponding author). E-mail: [email protected]
P.Eng.
Principal, Persaud and Lyon, Inc., 663 Gainsborough Ave., Ottawa, ON, Canada K2A 2Y9. E-mail: [email protected]
Kimberly Eccles [email protected]
P.E.
Safety Practice Leader, VHB Engineering NC, P.C., 4000 WestChase Blvd., Suite 530, Raleigh, NC 27607. E-mail: [email protected]
Jonathan Soika [email protected]
P.E.
Transportation Engineer, VHB Engineering NC, P.C., 4000 WestChase Blvd., Suite 530, Raleigh, NC 27607. E-mail: [email protected]

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