The report documents the development of guidelines for the decision whether to install a traffic signal at a marginally warranted intersection. The recommendations are based on field and simulation studies of a number of intersections across Texas which were identified as marginally warranted by various TxDOT districts. The research included both delay and accident studies. The TEXAS simulation model was used for the delay studies. Eight different intersection geometries and twelve generic 24-hour volume patterns representing marginally warranted conditions were simulated. Each combination of intersection geometry and volume pattern was simulated as a two-way stop, an all-way stop, and an actuated traffic signal. Safety studies considered the frequency of accidents by severity and accident type. Five years of accident data were analyzed at each of the seventy-two marginally warranted intersections across the state. The intersections were classified into six groups, namely, low-speed rural, low-speed urban, high-speed rural, high-speed urban, rural by population, or rural by MUTCD definition.
Impacts of Traffic Signal Installation at Marginally Warranted Intersections
1996
184 pages
Report
Keine Angabe
Englisch
Transportation Safety , Road Transportation , Transportation & Traffic Planning , Transportation , Traffic signal installation , Traffic signal warrants , Traffic signal effectiveness , Accident prevention , Traffic engineering , Warrants , Traffic delay minimization , Traffic surveys , Field work , Simulation , Accident studies , Texas
Selecting traffic signal control at individual intersections
TIBKAT | 1981
|Intelligent Traffic Signal System for Isolated Intersections
Transportation Research Record | 2011
|