PEDESTRIAN CROSSING-TIME REQUIREMENTS AT INTERSECTIONS.

被引：0

作者：

Virkler, Mark R. ^{[1
]}

Guell, David L. ^{[1
]}

机构：

[1] Univ of Missouri-Columbia, Dep of, Civil Engineering, Columbia, MO, USA, Univ of Missouri-Columbia, Dep of Civil Engineering, Columbia, MO, USA

来源：

Transportation Research Record | 1984年

关键词：

HIGHWAY ENGINEERING - STREET TRAFFIC CONTROL;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Existing procedures for determining pedestrian crosswalk-time requirements are inadequate because they ignore the number of people crossing. A study of six crossing locations showed that those in large crossing groups walk at fairly uniform headways and uniform speeds. Pedestrian headways are close to 6. 7 sec per pedestrian per foot width of walkway and speeds are close to 4. 5 ft/sec. A model of crossing time is developed. The inputs are the number crossing, crosswalk length, and crosswalk width.

引用

页码：47 / 51

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