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    Planning Level Regression Models for Prediction of Crashes on Interchange and Noninterchange Segments of Urban Freeways

    Source: Journal of Transportation Engineering, Part A: Systems:;2008:;Volume ( 134 ):;issue: 003
    Author:
    Vasin Kiattikomol
    ,
    Arun Chatterjee
    ,
    Joseph E. Hummer
    ,
    Mary Sue Younger
    DOI: 10.1061/(ASCE)0733-947X(2008)134:3(111)
    Publisher: American Society of Civil Engineers
    Abstract: The need for safety assessment tools for long-range transportation planning at statewide and metropolitan levels received serious recognition when the Transportation Equity Act for Twenty First Century established a requirement related to safety considerations in the planning process of metropolitan planning organizations (MPO) and state Departments of Transportation. The latest legislation titled “Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users” also has confirmed this requirement. However, most MPOs do not currently assess the safety consequences of alternative transportation systems, and one of the reasons is the lack of suitable methodology. The goal of the research on which this paper is based was to develop practical tools for assessing safety consequences of freeways in the context of long-range urban transportation plans. Data for crashes, identified by freeway segments, were obtained from the North Carolina Department of Transportation and Tennessee Department of Transportation. The researchers used the negative-binomial regression modeling approach to develop separate models to predict number of crashes for different levels of crash severity for noninterchange segments, and interchange segments, respectively. A major consideration for the selection of independent variables of the models was planners’ ability to forecast future values of the model variables for alternative highway networks. The paper presents crash prediction models that MPO planners can use to evaluate the safety impact of alternative freeway networks when comparing their costs and benefits in the long-range planning context. These models are not meant to be used for analyzing detailed design features of urban freeways during project development stage, which usually is the responsibility of state Department of Transportation.
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      Planning Level Regression Models for Prediction of Crashes on Interchange and Noninterchange Segments of Urban Freeways

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    http://yetl.yabesh.ir/yetl1/handle/yetl/38049
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    contributor authorVasin Kiattikomol
    contributor authorArun Chatterjee
    contributor authorJoseph E. Hummer
    contributor authorMary Sue Younger
    date accessioned2017-05-08T21:05:04Z
    date available2017-05-08T21:05:04Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%290733-947x%282008%29134%3A3%28111%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38049
    description abstractThe need for safety assessment tools for long-range transportation planning at statewide and metropolitan levels received serious recognition when the Transportation Equity Act for Twenty First Century established a requirement related to safety considerations in the planning process of metropolitan planning organizations (MPO) and state Departments of Transportation. The latest legislation titled “Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users” also has confirmed this requirement. However, most MPOs do not currently assess the safety consequences of alternative transportation systems, and one of the reasons is the lack of suitable methodology. The goal of the research on which this paper is based was to develop practical tools for assessing safety consequences of freeways in the context of long-range urban transportation plans. Data for crashes, identified by freeway segments, were obtained from the North Carolina Department of Transportation and Tennessee Department of Transportation. The researchers used the negative-binomial regression modeling approach to develop separate models to predict number of crashes for different levels of crash severity for noninterchange segments, and interchange segments, respectively. A major consideration for the selection of independent variables of the models was planners’ ability to forecast future values of the model variables for alternative highway networks. The paper presents crash prediction models that MPO planners can use to evaluate the safety impact of alternative freeway networks when comparing their costs and benefits in the long-range planning context. These models are not meant to be used for analyzing detailed design features of urban freeways during project development stage, which usually is the responsibility of state Department of Transportation.
    publisherAmerican Society of Civil Engineers
    titlePlanning Level Regression Models for Prediction of Crashes on Interchange and Noninterchange Segments of Urban Freeways
    typeJournal Paper
    journal volume134
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(2008)134:3(111)
    treeJournal of Transportation Engineering, Part A: Systems:;2008:;Volume ( 134 ):;issue: 003
    contenttypeFulltext
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