Safety Effectiveness of Selected Treatments at Urban Signalized Intersections

Author:

Srinivasan Raghavan1,Council Forrest2,Lyon Craig3,Gross Frank2,Lefler Nancy2,Persaud Bhagwant3

Affiliation:

1. University of North Carolina Highway Safety Research Center, 730 Martin Luther King Jr. Boulevard, CB #3430, Chapel Hill, NC 27599-3430.

2. Vanasse Hangen Brustlin, Inc., 333 Fayetteville Street Suite 1125, Raleigh, NC 27601.

3. Department of Civil Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario M5B 2K3, Canada.

Abstract

This study conducted a before–after evaluation by means of the empirical Bayes methodology for four types of treatments at signalized intersections with data from Winston-Salem, North Carolina. The results indicated that changing to protected left-turn phasing from permissive or permissive–protected phasing could lead to a virtual elimination of left-turn crashes but other crashes, which were likely to be less severe, could increase. Conversion from nighttime flashback to regular phasing seemed effective in reducing nighttime crashes. Replacing 8-in. signal heads with 12-in. heads seemed effective in reducing right-angle crashes, but this measure could increase other, less-severe crashes. Adding another red-signal lens to an existing one or changing from permissive to permissive–protected left-turn phasing did not seem particularly effective in reducing crashes, but these results were not definitive because they were based on a limited number of sites. Further research using data from other jurisdictions is needed, so that more definitive conclusions can be made about the safety effectiveness of these treatments.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference15 articles.

1. Safety Performance Functions for Signalized Intersections in Large Urban Areas

2. PolanisS. Low-Cost Safety Improvements: An Update. Presented at ITE 2001 Annual Meeting, Chicago, Ill., 2001.

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