Case Studies
Dec 2, 2013

Optimization of Speed Hump Geometric Design: Case Study on Residential Streets in Malaysia

Publication: Journal of Transportation Engineering
Volume 140, Issue 3

Abstract

Speed humps are designed to ensure the safety of both drivers and pedestrians. The use of speed humps on residential streets is an efficient way of controlling the speed of vehicles traveling on them. Based on observations made in a case study, different geometric combinations of speed humps are currently in use. Although there are a few guidelines that stipulate specific ranges of dimensions for the installation of speed humps, no perfect or ideal guidelines have been introduced and properly enforced by the local authorities. Therefore, because there are so many styles and inconsistent designs of the speed humps, a well-established empirical study has been implemented to develop the optimal designs of consistency models. In this study, the 85th-percentile speed reduction and discomfort level were related to the geometric design of the speed hump. The speed data were obtained by using a laser gun meter detector to attain the spot speed data at the selected speed hump location, while the vibration data collection were obtained using the triaxial acceleration transducers connected to Racelogic VBOX II SX. Multiple linear regression analyses were conducted to develop a statistical relationship between the variables. Two models were successfully developed and validated according to the statistical procedures in the study. These models can be used as a basis for the design of speed hump geometry for a selected 85th-percentile speed reduction and discomfort level.

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Acknowledgments

The authors would like to thank the staff from the Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), for their constant support and encouragement. Appreciation also goes to the Research Management Institute (RMI, UiTM) and Ministry of Higher Education Malaysia (MOHE) for the financial support of the Fundamental Research Grant Scheme (FRGS), RMI File No. 600-RMI/SSP/FRGS5/3/Fsp(91/2010). Thanks also are extended to all the individuals and organizations that have made this study possible.

References

Adnan, M. A. (2007). “Development of entrance ramp merging density model based on an urban expressway traffic condition.” Ph.D. thesis, School of Civil Engineering, Universiti Sains Malaysia.
Adnan, M. A., Hoon, T. S., and Mohamed, K. (2004). “Harmonizing speed reduction and level of discomfort for better roads humps design in Malaysia residential area.” Malaysian Univ. Transport Res. Forum Conf. 2004, Pan-Pacific Glenmarie, Shah Alam, Malaysia.
Association of British Drivers (ABD). (2011). “Association of British Drivers, Speed Humps.” 〈http://www.abd.org.uk/topics/speed_humps.htm〉 (Apr. 2, 2012).
Aziz, N. A., and Hadi, A. S. (2007). “Linking urban form to a liveable city.” Malaysian J. Environ. Manage, 8, 101.
Ewing, R. (1999). “Traffic calming impacts.” Traffic calming: State and practice, Institute of Transportation Engineers, Washington, DC, 99–126.
Fwa, T. F., and Tan, L. S. (1992). “Geometric characterization of road humps for speed-control design.” J. Transp. Eng., 593–598.
Highway Planning Unit (HPU). (2002). Traffic calming guidelines, Ministry of Works, Kuala Lumpur.
Homburger, W. S., Hall, J. W., Loutzenheiser, R. C., and Reilly, W. R. (1996). “Spot speed studies.” Fundamentals of traffic engineering, Berkeley: Institute of Transportation Studies, Univ. of Califonia, Berkeley, CA, 6.1–6.7.
Ibrahim, N. I., Karim, M. R., and Arif, W. R. (2003). “Road humps as traffic calming devices.” Proc., Eastern Asia Society for Transportation Studies, Vol. 4, 1435–1441.
International Organization for Standardization (ISO). (1997). “Mechanical vibration and shock—Evaluation of human exposure to whole-body vibration.” Part 1: General requirements, ISO2631-1, ISO, Geneva.
Khorshid, E., and Alfares, M. (2004). “A numerical study on the optimal geometric design of speed control humps.” Eng. Optim., 36(1), 77–100.
Kutner, M. H., Nachtsheim, C. J., Netes, J., and Li, W. (2005). Applied linear statistical models, 5th Ed., McGraw-Hill, New York City, NY.
Malaysian Institute of Road Safety Research (MIROS). (2011). General Road Accident Data in Malaysia (1995–2010), Malaysian Institute of Road Safety Research, Malaysia.
Manan, M. M. A., and Hoong, A. P. W. (2010). “Evaluation of traffic calming scheme around the schools in Malaysia, towards sustainable road development and operations.” Proc. 8th Malaysian Road Conf. (MRC8), Kuala Lumpur, Malaysia, TS1–11–20.
Mendenhall, W., Beaver, R. J., and Beaver, B. M. (2006). Introduction to Probability and Statistic, 12th Ed., Thomson Brooks-Cole, Pacific Grove, CA.
Ministry of Transport, Malaysia (MOT). (2010). Publication of Malaysia Transport Statistic 2010, Ministry of Transport Malaysia, Putrajaya,Malaysia.
Park, H. M. (2008). “Univariate analysis and normality test using SAS, Stata, and SPSS.” Working paper, the Univ. Information Technology Services (UITS) Center for Statistical and Mathematical Computing, Indiana Univ. Retrieved August 30 2011, 〈http://www.indiana.edu/∼statmath/stat/all/normality/index.html〉.
Pau, M. (1981). “Speed bumps may induce improper driver's behavior: Case study in Italy.” J. Transp. Eng., 472–478.
Pau, M., and Angius, S. (2001). “Do speed bumps really decrease traffic speed? An Italian experience.” Accident Anal. Prevent., 33(5), 585–597.
Public Works Dept. Malaysia (PWD). (1986). “A guide on geometric design of roads.” ATJ 8/86, Kuala Lumpur, Malaysia.
Road Engineering Association of Malaysia (REAM). (2002). Guide on geometric design of roads, Shah Alam, Selangor, Malaysia.
Sahoo, P. K. (2009). “Geometric design of speed control humps in Bhubaneswar City.” Intl. J. Adv. Tech. Civil Eng, 70–73.
Shah Alam City Council (SACC). (2011). “Official portal, history.” 〈http://www.mbsa.gov.my/latar_belakang_shah_alam〉 (Apr. 13, 2011).
Standards, and Industrial Research Institute of Malaysia (SIRIM). (2009). “Standards and quality news (speed hump—Specification for material, design and installation.” Standards and Industrial Research Institute of Malaysia, Shah Alam, Selangor, Malaysia.
Stephens, B. W. (1986). “Road humps for the control of vehicular speeds and traffic flow.” Public Roads, 50(3), 82–90.
Tailleur, A. (1997). “Traffic calming experience in the U.K. Paper presentation at Urban Traffic Session.” 13th IRF World Meeting Toronto, Ontario, Canada.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 140Issue 3March 2014

History

Received: Nov 22, 2012
Accepted: Aug 13, 2013
Published online: Dec 2, 2013
Published in print: Mar 1, 2014
Discussion open until: May 2, 2014

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Authors

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N. I. Zainuddin [email protected]
Lecturer, Faculty of Civil Engineering, Universiti Teknologi Mara Pulau Pinang, Permatang Pauh, Pulau Pinang 13500, Malaysia (corresponding author). E-mail: [email protected]
M. A. Adnan
Senior Lecturer, Faculty of Civil Engineering, Universiti Teknologi Mara, Shah Alam, Selangor 40450, Malaysia.
J. Md Diah
Senior Lecturer, Faculty of Civil Engineering, Universiti Teknologi Mara, Shah Alam, Selangor 40450, Malaysia.

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