Exploration of the relationships between operating speed and roadway features on tangent sections

被引:45
作者
Fitzpatrick, K [1 ]
Miaou, SP [1 ]
Brewer, M [1 ]
Carlson, P [1 ]
Wooldridge, MD [1 ]
机构
[1] Texas Transportat Inst, College Stn, TX 77843 USA
来源
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE | 2005年 / 131卷 / 04期
关键词
Parking; Pedestrian traffic flow; Roads; Statistic analysis; Traffic management; Traffic speed;
D O I
10.1061/(ASCE)0733-947X(2005)131:4(261)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The transportation profession is seeking to better understand the features that influence roadway speeds. Engineers need an appreciation of which roadway design features, or the values for the features, clearly relate to the speed performance on a facility. This Study utilized free-flow speed data collected at 79 tangent sites in Suburban/urban and rural areas in seven cities located in six states. Key variables used to select sites included functional classification (arterial. collector, and local), edge treatment (Curb and clutter versus shoulder). and speed limit. Technicians collected speed data at the midpoint of long straight sections during daylight conditions. For each site. roadway and roadside characteristics were collected such as number of access points within the Study section, roadside development type, lane width, and others. Statistical testing revealed that posted speed limit was the only statistically significant variable at a 5% alpha level. Access density was next with an approximate 20% alpha level. Several variables other than posted speed limit and access density showed signs of influence on the 85th percentile free-flow operating speed, including: median type, parking along the street. and pedestrian activity level. A follow up Cluster analysis revealed the following noteworthy features: pedestrian activity, parking. centerline. median treatment. roadside development, area type, and signal density.
引用
收藏
页码:261 / 269
页数:9
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