Evaluating Safety of Urban Arterial Roadways
Publication: Journal of Transportation Engineering
Volume 127, Issue 2
Abstract
This paper describes the development of accident prediction models for estimating the safety performance of urban arterial roadways in the Greater Vancouver Regional District, British Columbia, Canada. The traffic- and road-related variables that appear to underlie the occurrence of accidents are examined and models that explain the occurrence of accidents as a function of these variables are developed. To determine which variables have a significant effect on the safety of urban arterials, the study investigated a large number of models with different combinations of these variables. The investigation led to the conclusion that, among those variables examined, the ones that had a significant effect on accident occurrence were section length, traffic volume, unsignalized intersection density, driveway density, pedestrian crosswalk density, number of traffic lanes, type of median, and type of land use. The models were used to investigate the effect of the median type on accident occurrence. The study estimated that conversion from an undivided arterial to one with a raised-curb median could result, on average, in a 10% accident reduction.
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References
1.
Bonneson, J. A., and McCoy, P. T. ( 1993). “Estimation of safety at two-way stop-controlled intersections on rural highways.” Transp. Res. Rec. 1401, Transportation Research Board, Washington, D.C., 83–89.
2.
Bonneson, J. A., and McCoy, P. T. ( 1997). “Effect of median treatment on urban arterial safety an accident prediction model.” Transp. Res. Rec. 1581, Transportation Research Board, Washington, D.C., 27–36.
3.
Bowman, B. L., Vecellio, R. L., and Miao, J. (1995). “Vehicle and pedestrian accident models for median locations.”J. Transp. Engrg., ASCE, 121(6), 531–537.
4.
The GLIM system: Release 4 manual. (1994). Numerical Algorithms Group, The Royal Statistical Society, Oxford, U.K.
5.
Hauer, E., Ng, J. C. N., and Lovell, J. ( 1988). “Estimation of safety at signalized intersections.” Transp. Res. Rec. 1185, Transportation Research Board, Washington, D.C., 48–61.
6.
Hinde, J. ( 1996). “Macros for fitting overdispersion models.” Glim Newsletter, Numerical Algorithms Group, 26, 10–26.
7.
Jovanis, P. P., and Chang, H. L. ( 1986). “Modeling the relationship of accidents to miles traveled.” Transp. Res. Rec. 1068, Transportation Research Board, Washington, D.C., 42–51.
8.
Kulmala, R. ( 1995). “Safety at rural three- and four-arm junctions. Development of accident prediction models.” Espoo 1995, Technical Research Center of Finland, VTT 233.
9.
Maycock, G., and Hall, R. D. ( 1984). “Accidents at 4-arm roundabouts.” TRRL Lab. Rep. 1120, Transport and Road Research Laboratory.
10.
McCullagh, P., and Nelder, J. A. ( 1989). Generalized linear models, Chapman & Hall, London.
11.
Miaou, S., and Lum, H. ( 1993). “Modeling vehicle accident and highway geometric design relationships.” Accident Anal. and Prevention, 25(6), 689–709.
12.
Mountain, L., Fawaz, B., and Jarret, D. ( 1996). “Accident prediction models for roads with minor junctions.” Accident Anal. and Prevention, 28(6), 695–707.
13.
Sayed, T., and Rodriguez, F. ( 1999). “Accident prediction models for urban unsignalized intersections in British Columbia.” Transp. Res. Rec. 1665, Transportation Research Board, Washington, D.C., 93–99.
14.
Stevens, J. ( 1988). Applied multivariate statistics for the social sciences, Lawrence Erlbaum Associates, Inc., Hillsdale, N.J.
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Received: Mar 28, 2000
Published online: Apr 1, 2001
Published in print: Apr 2001
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