Impact of Signal Ahead pavement marking on driver behavior at signalized intersections.

Auteur(s)
Yan, X. Radwan, E. Guo, D. & Richards, S.
Jaar
Samenvatting

When drivers are approaching a signalized intersection at the onset of yellow signal, they may hesitate to decide whether to stop or cross the intersection due to the dilemma zone. As defined in the Traffic Engineering Handbook [Institute of Transportation Engineers (ITE). (1999). Traffic engineering handbook, Washington, DC: Institute of Transportation Engineers], the dilemma zone for an intersection is a specific road segment, prior to the intersection in which a vehicle approaching the intersection during theyellow phase can neither safely clear the intersection, nor stop comfortably at the stop line. In this study, a pavement marking countermeasure is proposed to reduce the dilemma zone and improve traffic safety at signalized intersections. A pavement marking with word message Signal Ahead thatis placed on the pavement upstream of a signalized intersection may have a potential to assist drivers in stop/go decisions and improve driver performance during the signal change. This paper presents a simulator-based study that was designed to test the impact of the pavement marking countermeasure on driving behaviors, including driver' stop/go decision, red-lightrunning violation, brake response time, and deceleration rate of the stopping vehicle. The experiment results indicated that the marking had positive effects on drivers'behaviors at signalized intersections. It was foundthat the marking can reduce the probabilities of both conservative-stop and risky-go decisions, contribute to a lower red-light running rate, and result in a lower deceleration rate for stopping drivers at higher speed limit intersections. These findings suggest that the marking countermeasure may have a potential to reduce the probabilities of both rear-end and angle crashes. (A) Reprinted with permission from Elsevier.

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Publicatie

Bibliotheeknummer
I E140487 /20 / ITRD E140487
Uitgave

Transportation Research, Part F. 2009 /01. 12(1) Pp50-67 (35 Refs.)

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