Evaluation of the conversion from two-way stop sign control to all-way stop sign control at 53 locations in North Carolina

Journal of Transportation Safety and Security

Volumn 2, Issue 3, 2010, Pages 239-260

  Simpson, Carrie L ^a   Hummer, Joseph E ^b  

^a North Carolina Department of Transportation   (United States)

^b North Carolina State University   (United States)

Author keywords

All way stop; Crash reduction factor; Flashing beacon; Intersection; Transportation safety

Indexed keywords

EID: 79958250642     PISSN: 19439962     EISSN: 19439970     Source Type: Journal    
DOI: 10.1080/19439962.2010.506355     Document Type: Article

References (7)

1. De Brabander, B., & Vereeck, L. (2007). Safety effects of roundabouts in Flanders: Signal type, speed limits, and vulnerable road users. Accident Analysis and Prevention, 39(3), 591-599.
2. Elvik, R., Hoye, A., Vaa, T., & Sorensen, M. (2009). The handbook of road safety measures (2nd ed.). London: Emerald Group Publishing Limited.
3. Harkey, D. L., Srinivasan, R., Baek, J., Council, F., Eceles, K., Leften, N. et al. (2008). Accident modification factors for traffic engineering and ITS improvements (NCHRP Report 617). Washington, DC: Transportation Research Board.
4. Hauer, E. (1997). Observational before-after studies in road safety. Tarrytown, NY: Pergamon/ Elsevier Science.
5. Lovell, J., & Hauer, E. (1986). The safety effect of conversion to all-way stop control (TRR 1068). Washington, DC: Transportation Research Board.
6. Persaud, B. N. (1986). Safetymigration, the influence of traffic volumes, and other issues in evaluating safety effectiveness-Some findings on conversion of intersections to multiway stop control (TRR 1068). Washington, DC: Transportation Research Board.
7. Simpson, C. L. (2009). [Preliminary evaluation of the conversion from two-way stop sign control to four-way stop sign control at 18 locations statewide]. Unpublished raw data. Garner: North Carolina Department of Transportation, Traffic Safety Unit.