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Sep 21, 2015
Field Test of Vehicles’ Speed Driving Behavior in Multi-Lane Freeway Interchange Diverging Areas
Authors: Haifeng Wan, Yunlong Zhang, Zhongyin Guo, Zhenjiang Li, and Xiaorui ShuAuthor Affiliations
Publication: ICTE 2015
Abstract
In order to explore and research the characteristic of vehicles’ speed driving behavior in a multi-lane freeway interchange diverging area, and provide realistic basis for safety design of diverging area, this paper choosed Hu-Ning multi-lane freeway interchange (groups) as a field observation engineering, and used MC5600 vehicle type pneumatic tube system statistics and field velocity data and SPSS Statistics software processing data. Tests showed that: the relationship between the frequency and the velocity of cars and trucks are the normal distribution. Two-lane ramp terminal average speed of cars is 75~85 km/h, and the operating speed (V85) of cars is 90~100 km/h; the single lane average speed of cars is 60~70 km/h, and the operating speed (V85) of cars is 80~95 km/h. Two-lane ramp terminal average speed of trucks is 70~80 km/h, and the operating speed (V85) of trucks is 80~90 km/h; the single lane ramp terminal average speed of trucks is 60~85 km/h, and the operating speed (V85) of trucks is 65~100 km/h.
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© 2015 American Society of Civil Engineers.
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Published online: Sep 21, 2015
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Haifeng Wan
The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai 201804, China.
Civil Engineering College, Yantai University, Yantai, Shandong 264005, China.
Yunlong Zhang
High-Grade Freeway Construction Bureau of Jilin Province, Changchun, Jilin 130021, China.
Zhongyin Guo
The Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji University, Shanghai 201804, China.
Zhenjiang Li
Shandong Provincial Communications Planning and Design Institute, Jinan, Shandong 250031, China.
Xiaorui Shu
Shandong Provincial Communications Planning and Design Institute, Jinan, Shandong 250031, China.
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