Technical Papers
May 12, 2014

Optimization of Speed Hump Profiles Based on Vehicle Dynamic Performance Modeling

Publication: Journal of Transportation Engineering
Volume 140, Issue 8

Abstract

Speed humps are in widespread use around the world. Despite their effective performance in increasing safety, they cause considerable damage to vehicles and discomfort to drivers and passengers. This paper investigates the dynamic response of vehicles on different types of speed humps using a multibody simulation software package that is popular in the automotive industry. Following this evaluation, two new profiles are recommended to optimize the dynamic performance of speed humps. A series of formulas are also presented to estimate the dynamic performance of passenger cars on flat-topped and parabolic humps based on vehicle speed, hump dimensions, and driving behavior while traversing the hump. The results show that, for flat-topped humps, the ramp length (or entrance slope) has the greatest effect on vehicle performance. It is found that the dynamic performance of the recommended profiles is much better than that of conventional humps.

Get full access to this article

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

References

Abaza, O. A., Hussein, Z. S., and Malto, I. S. (2012). “Optimization of speed control hump spacing.” ITE J., 82(8), 44–47.
Abdi Kordani, A., and Mashhadi Zadeh, A. R. (2008). “Evaluation of speed humps efficiency on urban streets.” J. Traffic Eng., 9(3), 37–41 (in Persian).
Ahn, K., and Rakha, H. (2009). “A field evaluation case study of the environmental and energy impacts of traffic calming.” Transport. Res. Transport. Environ., 14(6), 411–424.
Alfred, G., Antonio Jose, T., Mario Alfonso, R., and Ana Tsui, M. (2011). “Traffic micro-simulation study to evaluate the effect of type and spacing of traffic calming devices on capacity.” J. Procedia Soc. Behav. Sci., 16, 270–281.
Ansari Ardeh, H., Shariatpanahi, M., and Nikkhah Bahrami, M. (2008). “Multiobjective shape optimization of speed humps.” J. Struct. Multi. Optim., 37(2), 203–214.
Antic, B., Pesic, D., Vujanic, M., and Lipovac, K. (2013). “The influence of speed bumps heights to the decrease of the vehicle speed–Belgrade experience.” J. Saf. Sci., 57, 303–312.
Arien, C., Jongen, E. M. M., Brijs, K., Brijs, T., Daniels, S., and Wets, G. (2013). “A simulator study on the impact of traffic calming measures in urban areas on driving behavior and workload.” Accid. Anal. Prev., 61, 43–53.
Baslamisli, S. C., and Ünlüsoy, Y. S. (2009). “Optimization of speed control hump profiles.” J. Transp. Eng., 260–269.
Behzad, M., Hodaei, M., and Alimohammadi, I. (2007). “Experimental and numerical investigation of the effect of a speed bump on car noise emission level.” Appl. Acoust., 68(11–12), 1346–1356.
Bonneson, J. A. (1999). “Side friction and speed as controls for horizontal curve design.” J. Transp. Eng., 473–480.
Daham, B., Andrews, G. E., Li, H., and Partridge, M. (2005). “Quantifying the effects of traffic calming on emissions using on-road measurements.” 2005 SAE World Congress, Detroit, MI.
Department for Transport, Department for Regional Development, Scottish Executive, and Welsh Assembly Government. (2007). Local transport note (LTN) 1/07: Traffic calming, The Stationary Office (TSO), Norwich, U.K.
Ewing, R., Chen, L., and Chen, C. (2013). “Quasi-experimental study of traffic calming measures in New York City.”, Transportation Research Board of the National Academies, Washington, DC.
Garcia, A., Moreno, A. T., and Romero, M. A. (2012). “A new traffic-calming device: Speed kidney.” ITE J., 82(12), 28–33.
ITE. (1997). “Guidelines for the design and application for speed humps.” Traffic engineering council speed humps task force, Institute of Transportation Engineers, Washington, DC.
Jarvis, J. R. (1992). “An investigation of road humps for use on bus routes.”, Australian Road Research Board, Victoria, Australia.
Johansson, C., Rosander, P., and Leden, L. (2011). “Distance between speed humps and pedestrian crossings: Does it matter?” Accid. Anal. Prev., 43(5), 1846–1851.
Kassem, E., and Al-Nassar, Y. (1982). “Dynamic considerations of speed control humps.” J. Transp. Res. Part B, 16(4), 291–302.
Kokowski, P., and Makarewicz, R. (2006). “Predicted effects of a speed bump on light vehicle noise.” Appl. Acoust., 67(6), 570–579.
Lockwood, I. M. (1997). “ITE traffic calming definition.” ITE J., 67(7), 22–24.
Salau, T. A. O., Adeyefa, A. O., and Oke, S. A. (2004). “Vehicle speed control using road bumps.” J. Transp., 19(3), 130–136.
Schlabbach, K. (1997). “Traffic calming in Europe.” ITE J., 67(7), 38–40.
Stine, J. S., Hamblin, B. C., Brennan, S. N., and Donnell, E. D. (2010). “Analyzing the influence of median cross-section design on highway safety using vehicle dynamics simulations.” Accid. Anal. Prev., 42(6), 1769–1777.
Watts, G. R. (1973). “Road humps for the control of vehicle speeds.”, Dept. of Environment and Dept. of Transport, Crowthorne, U.K.
Weber, P. A. (1998). “Towards a Canadian standard for the geometric design of speed humps.” M.E. thesis, Dept. of Civil and Environmental Engineering, Carleton Univ. Ottawa, ON, Canada.
Weber, P. A., and Braaksma, J. P. (2000). “Towards a North American geometric design standard for speed humps.” ITE J., 70(1), 30–34.
World Health Organization. (2004). World report on road traffic injury prevention, Geneva, 4.
Zein, S. R., Geddes, E., Hemsing, S., and Johnson, M. (1997). “Safety benefits of traffic calming.”, Transportation Research Board, Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 8August 2014

History

Received: Aug 6, 2013
Accepted: Mar 12, 2014
Published online: May 12, 2014
Published in print: Aug 1, 2014
Discussion open until: Oct 12, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Amirarsalan Mehrara Molan [email protected]
Researcher, Young Researchers and Elites Club, Science and Research Branch, Islamic Azad Univ., 1465836935 Tehran, Iran (corresponding author). E-mail: [email protected]
Ali Abdi Kordani [email protected]
Assistant Professor, Dept. of Civil Engineering, Imam Khomeini International Univ., 3414916818 Qazvin, Iran. E-mail: [email protected]

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