EFFECTIVENESS OF ALL-RED CLEARANCE INTERVAL ON INTERSECTION CRASHES
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[1] Richard A. Retting,et al. Influence of Traffic Signal Timing on Red-Light Running and Potential Vehicle Conflicts at Urban Intersections , 1997 .
[2] Steven Shapiro,et al. THE EFFECT OF SIGNAL TIMING ON TRAFFIC FLOW AND CRASHES AT SIGNALIZED INTERSECTIONS , 1984 .
[3] J. Witkowski,et al. TRAFFIC CHARACTERISTICS DURING SIGNAL CHANGE INTERVALS (ABRIDGMENT) , 1985 .
[4] N Lalani,et al. HOW LONG SHOULD A SAFE PEDESTRIAN CLEARANCE INTERVAL BE , 1985 .
[5] Allan F. Williams,et al. Red-Light Running and Sensible Countermeasures: Summary of Research Findings , 1998 .
[6] Department of Transportation Federal Highway Administration 23 Cfr Part 515 Asset Management Plan Background , 2022 .
[7] Young-Jun Moon,et al. System Integration and Field Tests for Developing In-Vehicle Dilemma Zone Warning System , 2002 .
[8] M. E. Lipinski,et al. EFFECT OF ILLUMINATION ON RURAL AT-GRADE INTERSECTION ACCIDENTS (ABRIDGMENT) , 1976 .
[9] H W McGee,et al. ENGINEERING COUNTERMEASURES TO REDUCE RED LIGHT RUNNING , 2002 .
[10] Allan F. Williams,et al. Changes in crash risk following re-timing of traffic signal change intervals. , 2002, Accident; analysis and prevention.
[11] James D Blythe. Highway lighting and accidents in Indiana , 1957 .
[12] A Wachtel,et al. SIGNAL CLEARANCE TIMING FOR BICYCLISTS , 1995 .
[13] Paul Zador,et al. EFFECT OF CLEARANCE INTERVAL TIMING ON TRAFFIC FLOW AND CRASHES AT SIGNALIZED INTERSECTIONS , 1985 .
[14] Tapan K Datta,et al. Red Light Violations and Crashes at Urban Intersections , 2000 .
[15] Kerrie L Schattler,et al. Change and Clearance Interval Design on Red-Light Running and Late Exits , 2003 .