Technical Notes
Jul 1, 2014

Examining the Influence of Speed Limits for Multilane Highways with Curbs and Gutters

Publication: Journal of Transportation Engineering
Volume 140, Issue 10

Abstract

This research assesses the current practices used to determine the correct speed limits when widening two-lane highways with 88.51km/h(55mi/h) speed limits to multilane highways with curb and gutter cross sections. A number of related tasks have been encompassed in this study. The speed studies were conducted at 32 sites that had recently been upgraded from two-lane roadways to four or five-lane roadways with curb and gutter profiles. The speed variances and speeding rates at these sites were examined and compared with corresponding data from similar sites on two-lane roadways. Apart from the field test study, a series of human factor studies that used the DS-600c driving simulator system at the University of Tennessee was conducted to assess the effects of curb and gutter profiles and posted speed limits on driver speed–selection behaviors. In addition, a study of the effects of speed limits, in combination with curb and gutter, on crash rates was performed using crash data from the Highway Safety Information System (HSIS). Based on the research findings, the study authors recommend that the alternative standard that allows the use of designed speeds and posted speed limits in excess of 72.42km/h(45mi/h), along with the use of correctly sloping curbs, should be developed by the traffic agencies.

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Acknowledgments

The Tennessee Department of Transportation (TDOT) funded this research. The authors would like to thank Mr. Ali Hangul from TDOT for his assistance. Additional funding was provided by the Southeastern Transportation Center, a Regional UTC funded by the USDOT’s Research and Innovative Technology Administration.

References

AASHTO. (2005). “A policy on geometric design of highways and streets.” Washington, DC.
Abdel-Aty, M. A., and Radwan, A. E. (2000). “Modeling traffic accident occurrence and involvement.” Accid. Anal. Prev., 32(5), 633–642.
Baek, J., and Hummer, J. (2008). “Collision models for multilane highway segments to examine safety of curbs.” Transportation Research Record 2083, Transportation Research Board, Washington, DC, 128–136.
Baek, J., Hummer, J. E., Williams, B. M., and Cunningham, C. M. (2006). “Reasonable speed limits on suburban multilane highways with curbs.” Transportation Research Record 1969, Transportation Research Board, Washington, DC, 10–17.
Bella, F. (2008). “Driving simulator for speed research on two-lane rural roads.” Accid. Anal. Prev., 40(3), 1078–1087.
Bligh, R. P., and Mak, K. K. (1999). “Crashworthiness of roadside features across vehicle platforms.” Transportation Research Record 1690, Transportation Research Board, Washington, DC, 68–77.
Carson, J., and Mannering, F. (2001). “The effect of ice warning signs on accident frequencies and severities.” Accid. Anal. Prev., 33(1), 99–109.
Lee, J., and Mannering, F. (2002). “Impact of roadside features on the frequency and severity of run-off-roadway accidents: An empirical analysis.” Accid. Anal. Prev., 34(2), 149–161.
Milton, J., and Mannering, F. (1998). “The relationship among highway geometrics, traffic-related elements and motor-vehicle accident frequencies.” Transportation, 25(4), 395–413.
Olson, R. M., Weaver, G. D., Ross, H. E., and Post, E. R. (1974). “Effect of curb geometry and location on vehicle behavior.”, Transportation Research Board, Washington, DC.
Persaud, B., and Dzbik, L. (1993). “Accident prediction models for freeways.” Transportation Research Record 1401, Transportation Research Board, Washington, DC, 55–60.
Sawalha, Z., and Sayed, T. (2001). “Evaluating safety of urban arterial roadways.” J. Transp. Eng., 151–158.
Tornros, J. (1998). “Driving behaviour in a real and a simulated road tunnel—A validation study.” Accid. Anal. Prev., 30(4), 497–503.
Yan, X., Abdel-Aty, M., Radwan, E., Wang, X., and Chilakapati, P. (2008). “Validating a driving simulator using surrogate safety measures.” Accid. Anal. Prev., 40(1), 274–288.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 10October 2014

History

Received: Mar 1, 2013
Accepted: Apr 10, 2014
Published online: Jul 1, 2014
Published in print: Oct 1, 2014
Discussion open until: Dec 1, 2014

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Authors

Affiliations

Chunjiao Dong, Ph.D. [email protected]
Post-doctoral Research Associate, Center for Transportation Research, Univ. of Tennessee, 600 Henley St., Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Stephen H. Richards, Ph.D.
Professor, Center for Transportation Research, Univ. of Tennessee, 600 Henley St., Knoxville, TN 37996.
Qiang Yang
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 72 Perkins Hall, Knoxville, TN 37996.
Ximiao Jiang, Ph.D.
Research Scholar, Federal Highway Administration Traffic Operation R&D, 6300 Georgetown Pike, McLean, VA 22101.

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