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    Right Turns on Green and Pedestrian Level of Service: Statistical Assessment

    Source: Journal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 004
    Author:
    Sarah M. Hubbard
    ,
    Darcy M. Bullock
    ,
    Fred L. Mannering
    DOI: 10.1061/(ASCE)0733-947X(2009)135:4(153)
    Publisher: American Society of Civil Engineers
    Abstract: Traditional pedestrian level of service measures at signalized intersections are based on pedestrian space and pedestrian delay. However, these measures may not adequately reflect the negative impact of right-turning traffic on pedestrians. This paper presents a statistical analysis using a binary logit model that provides new insights into the factors that affect the likelihood that a pedestrian is compromised (delayed, altered their travel path, or altered their travel speed) in response to traffic turning right (on green) during concurrent vehicle/pedestrian signal timing. The statistical analysis indicates that a number of factors affect the likelihood of a pedestrian being compromised including pedestrian direction of travel, right-turn traffic volume, number of pedestrians crossing, whether the pedestrian arrived late and began crossing after the end of the walk interval, and the crosswalk characteristics including location (downtown versus suburban) and one-way/two-way streets.
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    • Statistics

      Right Turns on Green and Pedestrian Level of Service: Statistical Assessment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38121
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorSarah M. Hubbard
    contributor authorDarcy M. Bullock
    contributor authorFred L. Mannering
    date accessioned2017-05-08T21:05:12Z
    date available2017-05-08T21:05:12Z
    date copyrightApril 2009
    date issued2009
    identifier other%28asce%290733-947x%282009%29135%3A4%28153%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38121
    description abstractTraditional pedestrian level of service measures at signalized intersections are based on pedestrian space and pedestrian delay. However, these measures may not adequately reflect the negative impact of right-turning traffic on pedestrians. This paper presents a statistical analysis using a binary logit model that provides new insights into the factors that affect the likelihood that a pedestrian is compromised (delayed, altered their travel path, or altered their travel speed) in response to traffic turning right (on green) during concurrent vehicle/pedestrian signal timing. The statistical analysis indicates that a number of factors affect the likelihood of a pedestrian being compromised including pedestrian direction of travel, right-turn traffic volume, number of pedestrians crossing, whether the pedestrian arrived late and began crossing after the end of the walk interval, and the crosswalk characteristics including location (downtown versus suburban) and one-way/two-way streets.
    publisherAmerican Society of Civil Engineers
    titleRight Turns on Green and Pedestrian Level of Service: Statistical Assessment
    typeJournal Paper
    journal volume135
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2009)135:4(153)
    treeJournal of Transportation Engineering, Part A: Systems:;2009:;Volume ( 135 ):;issue: 004
    contenttypeFulltext
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