Safety-Based Left-Turn Phasing Decisions for Signalized Intersections

被引:4
作者
Amiridis, Kiriakos [1 ]
Stamatiadis, Nikiforos [2 ]
Kirk, Adam [3 ]
机构
[1] Univ Kentucky, Dept Civil Engn, Coll Engn, 161 Raymond Bldg, Lexington, KY 40506 USA
[2] Univ Kentucky, Dept Civil Engn, Coll Engn, 265 Raymond Bldg, Lexington, KY 40506 USA
[3] Univ Kentucky, Kentucky Transportat Ctr, 176 Raymond Bldg, Lexington, KY 40506 USA
关键词
D O I
10.3141/2619-02
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The efficient and safe movement of traffic at signalized intersections is the primary objective of any signal-phasing and signal-timing plan. Accommodation of left turns is more critical because of the higher need for balancing operations and safety. The objective of this study was to develop models to estimate the safety effects of the use of left-turn phasing schemes. The models were based on data from 200 intersections in urban areas in Kentucky. For each intersection, approaches with a left-turn lane were isolated and considered with their opposing through approach to examine the left-turn-related crashes. This combination of movements was considered to be one of the most dangerous in intersection safety. Hourly traffic volumes and crash data were used in the modeling approach, along with the geometry of the intersection. The models allowed for the determination of the most effective type of left-turn signalization that was based on the specific characteristics of an intersection approach. The accompanying nomographs provide an improvement over existing methods and warrants and allow for a systematic and quick evaluation of the left-turn phase to be selected. The models used the most common variables that were already known during the design phase, and they could be used to determine whether a permitted or protected-only phase would suit the intersection when safety performance was considered.
引用
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页码:13 / 19
页数:7
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