Technical Papers
Jul 1, 2016

Safety and Traffic Implications of Differential Car and Truck Speed Controls for Two-Lane Highways

Publication: Journal of Transportation Engineering
Volume 142, Issue 11

Abstract

Differential car/truck speed limits have been used to enhance road safety and increase the fuel efficiency of trucks. For two-lane highways, the safety of these differential speed controls could be affected by possible changes in the pattern of car and truck interactions and their associated crash risks, especially as it pertains to overtaking. In this paper, a microscopic simulation model is presented that assesses the safety and traffic implications of differential car/truck speed limits for two-lane highway operations, with emphasis on the overtaking maneuver. Three speed control strategies are considered: uniform posted speed limits (USLs), differential posted car–truck speed limits (DSLs), and differential mandated truck speed limits (MSLs). Mandated limits involve the use of on-board truck limiters or governors with preset maximum thresholds. The results from several simulation tests suggest that DSLs and MSLs reduce the average travel speed (ATS) of the traffic stream. DSL and MSL controls were found to slightly increase head-on time-to-collision (TTC) and percentage time spent following (PTSF). The total number of overtakes was found to increase slightly for DSL and MSL controls compared to USLs. While the number of car–truck overtakes increased significantly for DSLs and MSLs, the number of car–car overtakes resulted in a significant decrease. It was concluded that three measures of ATS, TTC, and car–car overtaking positively impacted safety, while PTSF, car–truck, and total number of overtakes negatively impacted safety because of differential speed limit controls.

Get full access to this article

View all available purchase options and get full access to this article.

References

Ahman, K. I. (1972). “Omkorningar av lastbilar. Trafikstudier Statens Vag-Och Trafikinstitut.”, Statens Väg- och Trafikinstitut.
Bishop, R., Murry, D. C., McDonald, W., Hickman, J., and Bergoffen, G. (2008). “Safety impacts of speed limiter devices installations on commercial trucks and buses, commercial truck and bus safety synthesis program (synthesis 16).” Transportation Research Board, Washington, DC.
Daganzo, C. F. (1981). “Estimation of gap acceptance parameters within and across the population from direct roadside observation.” Transp. Res. Part B: Method., 15(1), 1–15.
Elvik, R. (2005). “Speed and road safety: Synthesis of evidence from evaluation studies.” Transp. Res. Rec., 1908(1), 59–69.
Evans, L. (1991). Traffic safety and the driver, Van Nostrand Reinhold Company, New York.
Fitzpatrick, K., Carlson, P., Brewer, M. A., Wooldrifge, M. D., and Miaou, S. P. (2003). Design speed, operating speed, and posted speed practices, Vol. 504, FMCSA, Washington, DC.
Garber, N. J., Miller, J. S., Yuan, B., and Sun, X. (2003). “The safety impacts of differential speed limits on rural interstate highways.” Proc., 82nd Annual Meeting of the Transportation Research Board, Transportation Research Board, National Research Council, Washington, DC.
Ghods, A. H., and Saccomanno, F. F. (2016a). “Development and evaluation of a microscopic overtaking gap acceptance model for two-lane highways.” Can. J. Civ. Eng., 43(6), 573–582.
Ghods, A. H., and Saccomanno, F. F. (2016b). “Evaluating level-of-service measures for two-lane highways using a simulation model.” Transp. Res. Rec., in press.
GHSA (Governors Highway Safety Association). (2012). “State speed limit laws.” 〈http://www.ghsa.org/html/stateinfo/laws/speedlimit_laws.html〉 (Jan. 15, 2016).
Guido, G. P., Vitale, A., Saccomanno, F. F., Astarita, V., and Giofrè, V. P. (2013). “Evaluating accuracy of new algorithm for extracting vehicle tracking data from videotaping.” Proc., 92nd Annual Meeting of the Transportation Research Board, Transportation Research Board, National Research Council, Washington, DC.
Hanowski, R. J., et al. (2012). “Research on the safety impacts of speed limiter device installations on commercial motor vehicles: Phase II.”, Washington, DC.
Harkey, D. L., and Mera, R. (1994). “Safety impacts of different speed limits on cars and trucks.”, McLean, VA.
Hashemi Vaziri, S., Haas, C. T., Rothenburg, L., Haas, R. C., and Jiang, X. (2013). “Investigation of the effects of air temperature and speed on performance of piezoelectric weigh-in-motion systems.” Can. J. Civ. Eng., 40(10), 935–944.
Hauer, E. (1971). “Accidents, overtaking and speed control.” Accid. Anal. Prev., 3(1), 1–13.
Hegeman, G. (2004). “Overtaking frequency and advanced driver assistance systems.” IEEE Intelligent Vehicles Symp., IEEE, New York.
Hoban, C. J., Shepherd, R. J., Fawcett, G. J., and Robinson, G. K. (1991). “A model for simulating traffic on two-lane rural roads: User guide and manual for TRARR version 3.2.” Australian Road Research Board, Melbourne, Australia.
Johnson, S., and Murray, D. (2010). “Empirical analysis of truck and automobile speeds on rural interstates: Impact of posted speed limits.” Proc., 89th Annual Meeting of the Transportation Research Board, Transportation Research Board, National Research Council, Washington, DC.
Johnson, S., and Pawar, N. (2007). “Analysis of heavy-truck and automobile speed distributions for uniform and differential speed limit configurations on rural interstate highways.” Proc., 86th Annual Meeting of the Transportation Research Board, Transportation Research Board, National Research Council, Washington, DC.
Kim, J., and Elefteriadou, L. (2010). “Estimation of capacity of two-lane two-way highways using simulation model.” J. Transp. Eng., 61–66.
Koorey, G. (2002). “Assessment of rural road simulation modelling tools.” IPENZ Transportation Group Technical Conf., New Zealand.
Leiman, L., Archilla, R., and May, A. D. (1998). TWOPAS model improvements, Univ. of California, Berkeley.
Lovell, D. J., Lau, S. I., and May, A. D. (1993). “Using the TRARR model to investigate alignment alternatives and passing lane configurations on the buckhorn grade.”, California Institute of Transportation Studies, Berkeley, CA.
Mahmassani, H., and Sheffi, Y. (1981). “Using gap sequences to estimate gap acceptance functions.” Transp. Res. Part B: Method., 15(3), 143–148.
McCarthy, K. E. (2005). “Trucks speed limits and lane restrictions.” 〈http://cga.ct.gov/2005/rpt/2005-R-0814.htm〉 (Mar. 20, 2015).
McLean, J. R. (1989). Two-lane highway traffic operations: Theory and practice, Gordon and Breach, New York.
Neeley, G. W., and Richardson, L. E., Jr. (2009). “The effect of state regulations on truck-crash fatalities.” Am. J. Public Health, 99(3), 408–415.
Paniati, J. F., and True, J. (1996). “Interactive highway safety design model (IHSDM): Designing highways with safety in mind.” Roadside Safety Issues Revisited, Irvine, CA.
Saccomanno, F. F., Duong, D., Cunto, F., Hellinga, B., Philp, C., and Thiffault, P. (2009). “Safety implications of mandated truck speed limiters on freeways.” Transp. Res. Rec., 2096, 65–75.
Shepherd, R. (1994). TRARR 4 user manual, Australian Road Research Board, Melbourne, Australia.
Solomon, D. H. (1964). “Accidents on main rural highways related to speed, driver, and vehicle.” U.S. Government Printing Office, Washington, DC.
St John, A. D., and Harwood, D. W. (1986). “TWOPAS user’s guide—A user’s guide to TWOPAS-A microscopic computer simulation model of traffic on two-lane, two-way highways.” Federal Highway Administration, U.S. DOT, Washington, DC.
TRB (Transportation Research Board). (2000). “Highway capacity manual.” National Research Council, Washington, DC.
Troutbeck, R. J. (1981). “Overtaking behaviour on Australian two-lane rural highways.”, Australian Road Research Board, Melbourne, Australia.
Wilmot, C. G., and Khanal, M. (1999). “Effect of speed limits on speed and safety: A review.” Transp. Rev., 19(4), 315–329.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 142Issue 11November 2016

History

Received: Apr 25, 2015
Accepted: Apr 25, 2016
Published online: Jul 1, 2016
Published in print: Nov 1, 2016
Discussion open until: Dec 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Amir H. Ghods, Ph.D. [email protected]
P.Eng.
Research Associate, Dept. of Civil Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author). E-mail: [email protected]
Frank F. Saccomanno, Ph.D.
P.Eng.
Professor, Dept. of Civil Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share