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Promet - Traffic&Transportation journal

Accelerating Discoveries in Traffic Science

Accelerating Discoveries in Traffic Science

PUBLISHED
16.12.2013
LICENSE
Copyright (c) 2024 Alireza Khademi, Nafiseh Ghorbani Renani, Maryam Mofarrahi, Alireza Rangraz Jeddi, Noordin Mohd Yusof

The Best Location for Speed Bump Installation Using Experimental Design Methodology

Authors:

Alireza Khademi
Dept. of Manufacturing & Industrial Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor 81310, Malaysia

Nafiseh Ghorbani Renani
Dept. of Manufacturing & Industrial Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor 81310, Malaysia

Maryam Mofarrahi
Dept. of Manufacturing & Industrial Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor 81310, Malaysia

Alireza Rangraz Jeddi
Dept. of Manufacturing & Industrial Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor 81310, Malaysia

Noordin Mohd Yusof
Professor, Deputy Dean Development, Dept. of Manufacturing & Industrial Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor 81310, Malaysia

Keywords:speed bump location, Classical Design of Experiments (DOE), full-factorial design, distance-time, local optimum point

Abstract

Speed bumps, as traffic calming devices, have been extensively used to reduce traffic speed on local streets. This study represents a unique application of experimental design methodology where the effects of some controllable factors in determining the best location for installing speed bumps before stop points (e.g. entry gates, road junctions) were investigated. Through Classical Design of Experiments (DOE), the optimum location of the speed bump was obtained based on the graphical plots of the significant effects. The speed at the stop point was treated as the response and minimum speed is desirable. Design-Expert® software was used to evaluate and analyze the results obtained. The suggested mathematical model effectively explains the performance indicators within the ranges of the factors. The car speed is the most significant factor that affects the distance-time in comparison with other factors, which provides secondary contributions.

References

  1. Ansari Ardeh, H., Shariatpanahi, M., Nikkhah Bahrami M.: Multiobjective Shape Optimization of Speed Humps, Struct Multidisc Optim, Vol. 37, No. 2, 2008, pp. 203-214.

    Salau, T.A.O., Adeyefa, A.O., Oke, S.A.: Vehicle Speed Control Using Road Bumps, Transport, Vol. 19, No. 3, 2004, pp. 130-136.

    Vrubel, Y., Kapskij, D., Mazalevskij, D., Samoylovich, T., Korzhova, T., Kuzmenko, V.: Some Questions of Speed Humps Application on the Roads, The 8th International Conference - Reliability and Statistics in Transportation and Communication, 15-18 October 2008.

    Huang, J., Zhang, X., Li, Z.-b., Wan, J.-j., Liu, P.: Evaluating the Speed Reduction Effectiveness of Speed Bump on Local Streets, ICCTP 2011 : Towards Sustainable Transportation Systems, American Society of Civil Engineers, 2011, pp. 2348-2357.

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    Parkhill, M., Sooklall, R., B

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How to Cite
Khademi, A. (et al.) 2013. The Best Location for Speed Bump Installation Using Experimental Design Methodology. Traffic&Transportation Journal. 25, 6 (Dec. 2013), 565-574. DOI: https://doi.org/10.7307/ptt.v25i6.1188.

SPECIAL ISSUE IS OUT

Guest Editor: Eleonora Papadimitriou, PhD

Editors: Marko Matulin, PhD, Dario Babić, PhD, Marko Ševrović, PhD


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