Technical Papers
May 2, 2017

Pedestrian Crossing Behavior at Signalized Crosswalks

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 143, Issue 8

Abstract

This study investigated pedestrian jaywalking at signalized crosswalks. Observational surveys were conducted at seven crosswalks in different areas in Hong Kong, after which pedestrian information and site condition data were incorporated into a database. A binary logit model was used to identify possible factors that determine the probability of pedestrian jaywalking. To address the variation in the effects of the explanatory variables among pedestrians and the unobserved heterogeneity across sites, a random parameter model and a random effect model were used, respectively. The results showed that the random parameter model performed the best in terms of goodness of fit. It was found that the signal when a pedestrian arrives at the crosswalk is critical for decision making, and the jaywalking of surrounding pedestrians also influences the pedestrian’s decision to cross. The gender and walking speed of the pedestrian, vehicle flow, and site location and condition of the crosswalk were also found to significantly determine the probability of pedestrian jaywalking.

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Acknowledgments

The research described here was supported by a Research Postgraduate Scholarship and grants from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project Nos. 717512 and 524313).

References

Brosseau, M., Zangenehpour, S., Saunier, N., and Miranda-Moreno, L. (2013). “The impact of waiting time and other factors on dangerous pedestrian crossings and violations at signalized intersections: A case study in Montreal.” Transp. Res. Part F: Traffic Psychol. Behav., 21, 159–172.
Dıaz, E. M. (2002). “Theory of planned behavior and pedestrians’ intentions to violate traffic regulations.” Transp. Res. Part F: Traffic Psychol. Behav., 5(3), 169–175.
Guo, H., Gao, Z., Yang, X., and Jiang, X. (2011). “Modeling pedestrian violation behavior at signalized crosswalks in China: A hazards-based duration approach.” Traffic Inj. Prev., 12(1), 96–103.
Holland, C., and Hill, R. (2010). “Gender differences in factors predicting unsafe crossing decisions in adult pedestrians across the lifespan: A simulation study.” Accid. Anal. Prev., 42(4), 1097–1106.
Keegan, O., and O’Mahony, M. (2003). “Modifying pedestrian behaviour.” Transp. Res. Part A: Policy Pract., 37(10), 889–901.
Koh, P. P., and Wong, Y. D. (2014). “Gap acceptance of violators at signalised pedestrian crossings.” Accid. Anal. Prev., 62, 178–185.
Kruszyna, M., and Rychlewski, J. (2013). “Influence of approaching tram on behaviour of pedestrians in signalised crosswalks in Poland.” Accid. Anal. Prev., 55, 185–191.
Lam, W. H., Lee, J. Y., and Cheung, C. Y. (2002). “A study of the bi-directional pedestrian flow characteristics at Hong Kong signalized crosswalk facilities.” Transp., 29(2), 169–192.
Lavalette, B. C., Tijus, C., Poitrenaud, S., Leproux, C., Bergeron, J., and Thouez, J. P. (2009). “Pedestrian crossing decision-making: A situational and behavioral approach.” Saf. Sci., 47(9), 1248–1253.
Li, B. (2013). “A model of pedestrians’ intended waiting times for street crossings at signalized intersections.” Transp. Res. Part B: Methodol., 51, 17–28.
Li, Y., and Fernie, G. (2010). “Pedestrian behavior and safety on a two-stage crossing with a center refuge island and the effect of winter weather on pedestrian compliance rate.” Accid. Anal. Prev., 42(4), 1156–1163.
Ortuzar, J., and Willumsen, L. G. (2011). Modelling transport, Wiley, Hoboken, NJ.
Oxley, J., Fildes, B., Ihsen, E., Charlton, J., and Day, R. (1997). “Differences in traffic judgements between young and old adult pedestrians.” Accid. Anal. Prev., 29(6), 839–847.
Oxley, J. A., Ihsen, E., Fildes, B. N., Charlton, J. L., and Day, R. H. (2005). “Crossing roads safely: An experimental study of age differences in gap selection by pedestrians.” Accid. Anal. Prev., 37(5), 962–971.
Reed, R., and Sen, S. (2005). “Racial differences and pedestrian safety: Some evidence from Maryland and implications for policy.” J. Public Transp., 8(2), 37–61.
Ren, G., Zhou, Z., Wang, W., Zhang, Y., and Wang, W. (2011). “Crossing behaviors of pedestrians at signalized intersections: Observational study and survey in China.” Transp. Res. Rec., 2264, 65–73.
Rosenbloom, T. (2009). “Crossing at a red light: Behaviour of individuals and groups.” Transp. Res. Part F: Traffic Psychol. Behav., 12(5), 389–394.
Russell, J. C., Wilson, D. O., and Jenkins, J. F. (1976). “Informational properties of jaywalking models as determinants of imitated jaywalking: An extension to model sex, race and number.” Sociometry, 39(3), 270–273.
Schattler, K. L., Wakim, J. G., Datta, T. K., and McAvoy, D. (2007). “Evaluation of pedestrian and driver behaviors at countdown pedestrian signals in Peoria, Illinois.” Transp. Res. Rec., 2002, 98–106.
STATA [Computer software]. StataCorp LP, College Station, TX.
Tiwari, G., Bangdiwala, S., Saraswat, A., and Gaurav, S. (2007). “Survival analysis: Pedestrian risk exposure at signalized intersections.” Transp. Res. Part F: Traffic Psychol. Behav., 10(2), 77–89.
Transport Department. (2001). “Transport planning and design manual.” Hong Kong Special Administrative Region, China.
Zhou, R., Horrey, W. J., and Yu, R. (2009). “The effect of conformity tendency on pedestrians’ road-crossing intentions in China: An application of the theory of planned behavior.” Accid. Anal. Prev., 41(3), 491–497.
Zhuang, X., and Wu, C. (2011). “Pedestrians’ crossing behaviors and safety at unmarked roadway in China.” Accid. Anal. Prev., 43(6), 1927–1936.

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 143Issue 8August 2017

History

Received: May 11, 2016
Accepted: Dec 19, 2016
Published online: May 2, 2017
Published in print: Aug 1, 2017
Discussion open until: Oct 2, 2017

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Authors

Affiliations

Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Pokfulam, Hong Kong (corresponding author). ORCID: https://orcid.org/0000-0002-8163-1167. E-mail: [email protected]
S. C. Wong, M.ASCE [email protected]
Student, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Pokfulam, Hong Kong. E-mail: [email protected]
Chair Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam Rd., Pokfulam, Hong Kong. E-mail: [email protected]
William H. K. Lam [email protected]
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. E-mail: [email protected]

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