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    Comparison of Analytical and Field-Estimated Lost Times at DDIs

    Source: Journal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 010
    Author:
    Chunho Yeom
    ,
    Christopher Cunningham
    DOI: 10.1061/JTEPBS.0000079
    Publisher: American Society of Civil Engineers
    Abstract: Diverging diamond interchanges (DDIs) are one of most successful unconventional type of diamond interchanges in the United States. This paper examines additional lost time due to internal link queue presence in DDIs. First, an analytical approach was developed providing a step-by-step method to predict the additional lost time at the crossover movements. Second, actual field data were collected to validate the analytical approach of comparing additional lost time using the team’s analytically derived approach to that of actual field data. The analytical method was proven to be a valid prediction of the additional lost time at the ramp terminal intersections. In addition, unique signal timing of DDIs is presented, showing efficient interchange operation under heavy traffic condition on arterials.
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      Comparison of Analytical and Field-Estimated Lost Times at DDIs

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    contributor authorChunho Yeom
    contributor authorChristopher Cunningham
    date accessioned2017-12-16T08:58:46Z
    date available2017-12-16T08:58:46Z
    date issued2017
    identifier otherJTEPBS.0000079.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237041
    description abstractDiverging diamond interchanges (DDIs) are one of most successful unconventional type of diamond interchanges in the United States. This paper examines additional lost time due to internal link queue presence in DDIs. First, an analytical approach was developed providing a step-by-step method to predict the additional lost time at the crossover movements. Second, actual field data were collected to validate the analytical approach of comparing additional lost time using the team’s analytically derived approach to that of actual field data. The analytical method was proven to be a valid prediction of the additional lost time at the ramp terminal intersections. In addition, unique signal timing of DDIs is presented, showing efficient interchange operation under heavy traffic condition on arterials.
    publisherAmerican Society of Civil Engineers
    titleComparison of Analytical and Field-Estimated Lost Times at DDIs
    typeJournal Paper
    journal volume143
    journal issue10
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000079
    treeJournal of Transportation Engineering, Part A: Systems:;2017:;Volume ( 143 ):;issue: 010
    contenttypeFulltext
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