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    Modeling the Severity of Right-Turn Crossing Conflicts at Unsignalized T-Intersections Using a Random-Parameter Binary Logit Model

    Source: Journal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 003::page 04024120-1
    Author:
    Someswara Rao Bonela
    ,
    B. Raghuram Kadali
    DOI: 10.1061/JTEPBS.TEENG-8490
    Publisher: American Society of Civil Engineers
    Abstract: In India, unsignalized T-intersections are more complex for the right-turn movement of vehicular traffic, which leads to serious crashes. The existing surrogate safety measures are not effective in computing the severity of right-turn crossing conflicts (RTCCs). In this context, the present study focused on a new indicator called critical speed (v), which is calculated by adding the speed of the vehicle going through an intersection on a major road with the time taken by the immediate approaching vehicle (TTIA) to reach the conflict point of the vehicle leaving the intersection. RTCCs were identified using critical speeds from video data collected at five unsignalized T-intersections in three cities in India. A fixed-parameter binary logistic model (FPBLM) and a random-parameter binary logistic model (RPBLM) were developed to explore the contributing factors of severe RTCCs. The RPBLM results suggest that a higher proportion of two-wheelers and cars in conflicting vehicles significantly increases the severity of RTCCs. The study findings also indicated that traffic characteristics and driver behavioral characteristics need to be controlled in order to decrease the severity of RTCCs. The findings of this study help traffic engineers and safety experts to take suitable traffic management measures to reduce RTCCs at unsignalized T-intersections.
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      Modeling the Severity of Right-Turn Crossing Conflicts at Unsignalized T-Intersections Using a Random-Parameter Binary Logit Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304958
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    contributor authorSomeswara Rao Bonela
    contributor authorB. Raghuram Kadali
    date accessioned2025-04-20T10:33:42Z
    date available2025-04-20T10:33:42Z
    date copyright12/24/2024 12:00:00 AM
    date issued2025
    identifier otherJTEPBS.TEENG-8490.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304958
    description abstractIn India, unsignalized T-intersections are more complex for the right-turn movement of vehicular traffic, which leads to serious crashes. The existing surrogate safety measures are not effective in computing the severity of right-turn crossing conflicts (RTCCs). In this context, the present study focused on a new indicator called critical speed (v), which is calculated by adding the speed of the vehicle going through an intersection on a major road with the time taken by the immediate approaching vehicle (TTIA) to reach the conflict point of the vehicle leaving the intersection. RTCCs were identified using critical speeds from video data collected at five unsignalized T-intersections in three cities in India. A fixed-parameter binary logistic model (FPBLM) and a random-parameter binary logistic model (RPBLM) were developed to explore the contributing factors of severe RTCCs. The RPBLM results suggest that a higher proportion of two-wheelers and cars in conflicting vehicles significantly increases the severity of RTCCs. The study findings also indicated that traffic characteristics and driver behavioral characteristics need to be controlled in order to decrease the severity of RTCCs. The findings of this study help traffic engineers and safety experts to take suitable traffic management measures to reduce RTCCs at unsignalized T-intersections.
    publisherAmerican Society of Civil Engineers
    titleModeling the Severity of Right-Turn Crossing Conflicts at Unsignalized T-Intersections Using a Random-Parameter Binary Logit Model
    typeJournal Article
    journal volume151
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.TEENG-8490
    journal fristpage04024120-1
    journal lastpage04024120-13
    page13
    treeJournal of Transportation Engineering, Part A: Systems:;2025:;Volume ( 151 ):;issue: 003
    contenttypeFulltext
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