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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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