Change and Clearance Interval Design on Red-Light Running and Late Exits

Transportation Research Record

Volumn , Issue 1856, 2003, Pages 193-201

  Schattler, Kerrie L ^a   Datta, Tapan K ^a   Hill, Colleen L ^b  

^a Wayne State University   (United States)

^b Roth and Clark Inc ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; GROUND VEHICLES; HIGHWAY TRAFFIC CONTROL; INTELLIGENT VEHICLE HIGHWAY SYSTEMS; LAW ENFORCEMENT; PAVEMENTS; PROBLEM SOLVING; RISK ASSESSMENT; TRAFFIC SIGNALS; VIDEO CAMERAS;

LATE EXISTS (LE); RED-LIGHT RUNNING; RED-LIGHT VIOLATIONS (RLV); TRAFFIC SIGNAL LENS SIZE;

HIGHWAY ADMINISTRATION;

EID: 2142827158     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1856-21     Document Type: Conference Paper

References (4)

1. Retting, R. A., R. G. Ulmer, and A. F. Williams. Prevalence and Characteristics of Red Light Running Crashes in the United States. Accident Analysis and Prevention, 1999, pp. 687-694.
2. ITE Technical Council Task Force 4TF-1. Determining Vehicle Signal Change and Clearance Intervals. An Informational Report of ITE, Washington, D.C., Aug. 1994.
3. Michigan Department of Transportation. Michigan Manual of Uniform Traffic Control Devices. Michigan Department of State Police, Lansing, 1994.
4. Michigan Legislative Council. Michigan Vehicle Code. Act 300 of 1949, Section 257.612(1)(b).