YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part A: Systems
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Transportation Engineering, Part A: Systems
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Relationship between Level of Service and Traffic Safety at Signalized Intersections: Grouped Random Parameter Method

    Source: Journal of Transportation Engineering, Part A: Systems:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Li Jia;Wang Xuesong;Yu Rongjie;Tremont Paul J.
    DOI: 10.1061/JTEPBS.0000142
    Publisher: American Society of Civil Engineers
    Abstract: Level of service (LOS) is a measure recommended to evaluate the operational performance of roadway facilities. It is generally agreed that LOS is related to traffic safety at signalized intersections; however, this relationship has not been fully investigated. This study sought to examine the relationship between LOS and safety by looking at types of crashes on approaches to signalized intersections. Crash data were acquired from 164 four-legged signalized intersections and categorized by rear-end, left-turn, and total crashes based on vehicle maneuvers. It was observed that intersection approach LOS and crash type frequencies differed for morning peak, midday, and afternoon peak hours. This led to the development of two models: a grouped random parameter negative binomial model to estimate the LOS–safety relationship for total crashes across different time periods, and a bivariate grouped random parameter negative binomial model to estimate this relationship for rear-end and left-turn crashes. Considering that geometric design, signal control, traffic flow, and crash types vary across different approaches within any given intersection, the models were developed at the approach level. The frequency of total and rear-end crashes (most to least) were LOSs D, C, B, and A on signalized intersection approaches. Left-turn crashes were not significantly associated with LOS. The relationship of a specific LOS to rear-end and total crashes varied across different time periods. This study determined that an understanding of the LOS–safety relationship at the intersection approach level requires examining different crash types and different time periods.
    • Download: (256.5Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Relationship between Level of Service and Traffic Safety at Signalized Intersections: Grouped Random Parameter Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4250280
    Collections
    • Journal of Transportation Engineering, Part A: Systems

    Show full item record

    contributor authorLi Jia;Wang Xuesong;Yu Rongjie;Tremont Paul J.
    date accessioned2019-02-26T07:55:13Z
    date available2019-02-26T07:55:13Z
    date issued2018
    identifier otherJTEPBS.0000142.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250280
    description abstractLevel of service (LOS) is a measure recommended to evaluate the operational performance of roadway facilities. It is generally agreed that LOS is related to traffic safety at signalized intersections; however, this relationship has not been fully investigated. This study sought to examine the relationship between LOS and safety by looking at types of crashes on approaches to signalized intersections. Crash data were acquired from 164 four-legged signalized intersections and categorized by rear-end, left-turn, and total crashes based on vehicle maneuvers. It was observed that intersection approach LOS and crash type frequencies differed for morning peak, midday, and afternoon peak hours. This led to the development of two models: a grouped random parameter negative binomial model to estimate the LOS–safety relationship for total crashes across different time periods, and a bivariate grouped random parameter negative binomial model to estimate this relationship for rear-end and left-turn crashes. Considering that geometric design, signal control, traffic flow, and crash types vary across different approaches within any given intersection, the models were developed at the approach level. The frequency of total and rear-end crashes (most to least) were LOSs D, C, B, and A on signalized intersection approaches. Left-turn crashes were not significantly associated with LOS. The relationship of a specific LOS to rear-end and total crashes varied across different time periods. This study determined that an understanding of the LOS–safety relationship at the intersection approach level requires examining different crash types and different time periods.
    publisherAmerican Society of Civil Engineers
    titleRelationship between Level of Service and Traffic Safety at Signalized Intersections: Grouped Random Parameter Method
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000142
    page4018022
    treeJournal of Transportation Engineering, Part A: Systems:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian