Design and operational performance of double crossover intersection and diverging diamond interchange

被引:59
作者
Bared, JG [1 ]
Edara, PK
Jagannathan, R
机构
[1] FHWA, Turner Fairbank Highway Res Ctr, Mclean, VA 22101 USA
[2] Virginia Polytech Inst & State Univ, Dept Civil & Environm Engn, Falls Church, VA 22043 USA
[3] VHB, Vienna, VA 22182 USA
来源
GEOMETRIC DESIGN AND THE EFFECTS ON TRAFFIC OPERATIONS 2005 | 2005年 / 1912期
关键词
D O I
10.3141/1912-04
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Transportation planners and traffic engineers are facing the challenge of inventing ways to mitigate congestion during the peak hours. Alleviating delays and improving safety for passengers and pedestrians are the primary motives. One way of achieving these objectives is to search for alternative intersection and interchange designs. This paper presents the results of a study on two new alternate designs: double crossover intersection and diverging diamond interchange. These designs were studied for different traffic scenarios with the use of traffic simulation, and the results showed better performance during peak hours than that of similar corresponding conventional designs. Better performance includes better level of service, shorter delays, smaller queues, and higher throughput.
引用
收藏
页码:31 / 38
页数:8
相关论文
共 2 条
[1]  
CHLEWICKI G, 2003, 2 URB STRET S AN CAL
[2]  
Jagannathan R, 2004, TRANSPORT RES REC, P1