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    Free and Secure Trade Commercial Vehicle Crossing Times at the Pacific Highway Port of Entry

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 010
    Author:
    Anne Goodchild
    ,
    Li Leung
    ,
    Susan Albrecht
    DOI: 10.1061/(ASCE)TE.1943-5436.0000159
    Publisher: American Society of Civil Engineers
    Abstract: At the Pacific Highway port of entry between the United States and Canada, typical delays are known to regional carriers and internalized into schedules. Due to their relative infrequency, the largest crossing times are not internalized into schedules and cause significant disruptions to regional supply chains. This technical note describes the recent patterns of very long crossing times (defined as more than 2 h or the largest 1% of crossing times) and explores the relationship between arrival volume and crossing time. To do so, this study uses commercial vehicle crossing time data from GPS technology and volume data from the British Columbia Ministry of Transportation. Results show a weak correlation between border crossing time and arrival volume when considering individual observations, but a stronger correlation when data are aggregated. Results show a high percentage of crossing time can be attributed to sources other than primary booth delay, particularly for the most disruptive, very long crossing times.
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      Free and Secure Trade Commercial Vehicle Crossing Times at the Pacific Highway Port of Entry

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    https://yetl.yabesh.ir/yetl1/handle/yetl/69155
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorAnne Goodchild
    contributor authorLi Leung
    contributor authorSusan Albrecht
    date accessioned2017-05-08T22:01:46Z
    date available2017-05-08T22:01:46Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29te%2E1943-5436%2E0000202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69155
    description abstractAt the Pacific Highway port of entry between the United States and Canada, typical delays are known to regional carriers and internalized into schedules. Due to their relative infrequency, the largest crossing times are not internalized into schedules and cause significant disruptions to regional supply chains. This technical note describes the recent patterns of very long crossing times (defined as more than 2 h or the largest 1% of crossing times) and explores the relationship between arrival volume and crossing time. To do so, this study uses commercial vehicle crossing time data from GPS technology and volume data from the British Columbia Ministry of Transportation. Results show a weak correlation between border crossing time and arrival volume when considering individual observations, but a stronger correlation when data are aggregated. Results show a high percentage of crossing time can be attributed to sources other than primary booth delay, particularly for the most disruptive, very long crossing times.
    publisherAmerican Society of Civil Engineers
    titleFree and Secure Trade Commercial Vehicle Crossing Times at the Pacific Highway Port of Entry
    typeJournal Paper
    journal volume136
    journal issue10
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000159
    treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian