Volume List  / Volume 2 (4)

Article

PEDESTRIAN CROSSING SPEED: THE CASE OF MALAYSIA

DOI: 10.7708/ijtte.2012.2(4).03


2 / 4 / 323-332 Pages

Author(s)

Boon Hoe Goh - University of Nottingham, Malaysia Campus -

Kulanthayan Subramaniam - University Putra Malaysia -

Yeong Tuck Wai - University of Nottingham, Malaysia Campus -

Abdullahi Ali Mohamed - University of Nottingham, Malaysia Campus -


Abstract

Pedestrians are vulnerable road users, and they are always at risk when making their daily trips. Hence, roadway design and traffic’ control devices need to consider pedestrians’ safety. Pedestrian walking speed is fundamental to any roadway and traffic’ control design. Unfortunately, no specific guidelines exist for pedestrian crossing speed in Malaysia. The ultimate goals of this research are to establish the local pedestrian crossing speed and to identify the contributing factors. A total of 1579 samples on pedestrian crossing speed were collected at signalized and non-signalized crosswalks. The Bi-variate analysis (chi-square test) was carried out to study statistically the association of the contributing factors. The Bi-variate analysis shows that crosswalk type, age and gender significantly contribute to pedestrian speed in Malaysia. However, lighting (daytime and night-time) and race are not contributing to the pedestrians’ speed. Besides, pedestrians at non-signalized crosswalk have significantly faster crossing speed than at signalized crosswalk. Chi-square test also showed that children pedestrians are the fastest group, and elderly pedestrians are the slowest group in terms of pedestrian crossing speed. Moreover, male pedestrians have significantly faster crossing speed than female pedestrians do.


Download Article

Number of downloads: 6911


References:

Bowman, B.L.; Vecellio, R.L. 1994. Pedestrian Walking Speeds and Conflicts at Urban Median Locations, Transportation Research Record, 1438: 67-73.

 

Jabatan Kerja Raya (JKR). 1987. Arahan Teknik (Jalan) 13/87. A Guide to the Design of Traffic Signal. 107 p.

 

Knoblauch, R.L.; Pietrucha, M.T.; Nitzburg, M. 1996. Field Studies of Pedestrian Walking Speed and Start-up Time, Transportation Research Record. DOI: hžttp://dx.doi.org/10.3141/1538-04, 1538: 27-38.

 

Koushki, P.A. 1988. Walking Characteristics in Central Riydah, Saudi Arabia, Journal of Transportation Engineering. DOI: http://dx.doi.org/10.1061/(ASCE)0733-947X(1988)114:6(735), 114(6): 735-744.

 

Lam, W.K.L.; Cheung, C. 2000. Pedestrian Speed / Flow Relationship for Walking Facilities in Hong Kong, Journal of Transportation Engineering. DOI: httžp://dx.doi.org/10.1061/(ASCE)0733-947X(2000)126:4(343), 126(4): 343-349.

 

Lam, W.K.L.; Morrall, J.F.; Ho, H. 1995. Pedestrian Flow Characteristics in Hong Kong, Transportation Research Record, 1487: 56-62.

 

Morrall, J.F.; Ratnayake, L.L.; Seveviratne, P.N. 1991. Comparison of Central Business District Pedestrian Characteristics in Canada and Sri Lanka, Transportation Research Record, 1294: 57-61.

 

Oxley, J.; Fildes, B.; Elfriede, I.; Chartons, J.; Day, R. 1997. Differences in TraÂ’ffic Judgments between Young and Old Adult Pedestrians, Accident Analysis and Prevention. DOI: http://dx.doi.org/10.1016/S0001-4575(97)00053-5, 29(6): 839-847.

 

Royal Malaysian Police (PDRM). 2004. Statistical Report Road Accidents Malaysia – 2003.

 

Tanaboriboon, Y.; Guyano, J.A. 1991. Analysis of Pedestrian Movements in Bangkok, Transportation Research Record, 1294: 52-56.

 

Tanaboriboon, Y.; Sim, S.H.; Chin, H.C. 1986. Pedestrian Characteristics Study in Singapore, Journal of Transportation Engineering. DOI: httžp://dx.doi.org/10.1061/(ASCE)0733-947X(1986)112:3(229), 112(3): 229-235.

 

Tarawneh, M.S. 2001. Evaluation of Pedestrian Speed in Jordon with Investigation of Some Contributing Factors, Journal of Safety Research. DOI: http://dx.doi.org/10.1016/S0022-4375(01)00046-9, 32(2): 229-236.


Quoted IJTTE Works



Related Keywords