Graduation Year
2012
Document Type
Dissertation
Degree
Ph.D.
Degree Granting Department
Civil and Environmental Engineering
Major Professor
Yu Zhang, Ph.D.
Co-Major Professor
Jian John Lu, Ph.D.
Committee Member
Abdul Pinjari, Ph.D.
Committee Member
Michael Weng, Ph.D.
Committee Member
Lakshminarayan Rajaram, Ph.D.
Keywords
Access Density, Access Weight, Calibration, CORSIM, Speed Standard Deviation, TSIS
Abstract
Traffic speed is generally considered a core issue in roadway safety. Previous studies show that faster travel is not necessarily associated with an increased risk of being involved in a crash. When vehicles travel at the same speed in the same direction (even high speeds, as on interstates), they are not passing one another and cannot collide as long as they maintain the same speed. Conversely, the frequency of crashes increases when vehicles are traveling at different rates of speed. There is no doubt that the greater speed variation is, the greater the number of interactions among vehicles is, resulting in higher crash potential. This research tries to identify all major factors that are associated with speed variation on multilane highways, including roadway access density, which is considered to be the most obvious contributing factor. In addition, other factors are considered for this purpose, such as configuration of speed limits, characteristics of traffic volume, geometrics of roadways, driver behavior, environmental factors, etc. A microscopic traffic simulation method based on TSIS (Traffic Software Integrated System) is used to develop mathematical models to quantify the impacts of all possible
factors on speed variation.
Scholar Commons Citation
Huang, Bing, "Understanding Operating Speed Variation of Multilane Highways with New Access Density Definition and Simulation Outputs" (2012). USF Tampa Graduate Theses and Dissertations.
https://digitalcommons.usf.edu/etd/4079
