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dc.contributor.authorHøye, Alena Katharina
dc.contributor.authorHesjevoll, Ingeborg Storesund
dc.contributor.authorElvik, Rune
dc.date.accessioned2024-07-26T09:01:44Z
dc.date.available2024-07-26T09:01:44Z
dc.date.created2024-05-24T13:28:18Z
dc.date.issued2024-05-22
dc.identifier.citationAccident Analysis and Prevention. 2024, 203 1-7.en_US
dc.identifier.issn0001-4575
dc.identifier.urihttps://hdl.handle.net/11250/3143349
dc.descriptionAlena Katharina Høye, Ingeborg Storesund Hesjevoll, Rune Elvik, Safety effects of bypass lanes at unsignalized three-leg junctions, Accident Analysis & Prevention, Volume 203, 2024, 107643, ISSN 0001-4575, https://doi.org/10.1016/j.aap.2024.107643.en_US
dc.description.abstractBypass lanes are a low-cost measure to increase capacity at unsignalized T-junctions without left-turn lanes that allow through-traffic to pass left-turning vehicles on the right. There is very limited knowledge about the safety effects of bypass lanes. We found six previous studies that could be summarized by means of meta-analysis, and the results show an average accident reduction of 10 percent. However, the results from previous studies are inconsistent and may be biased. Therefore, the present study has estimated safety effects of by-pass lanes in Norway, based on a sample of 2,227 T-junctions (incl. 94 with bypass-lanes) for which relevant data was available for a period of up to 10 years. We developed accident prediction models and conducted before-after analyses. The accident prediction models show that junctions with bypass lanes have 82 percent more accidents than junctions without bypass lanes, when controlling for endogeneity. Endogeneity occurs when the implementation of a measure is conditional on the frequency of crashes, as has been the case with bypass lanes. The before-after analysis shows that average accident numbers decrease after the installation of bypass lanes. However, when controlling for regression-to-the-mean (RTM), average accident numbers increase. RTM means that accident numbers would have been likely to decrease even without any measure because they had been exceptionally high in the before period. The control for potential biases in our study is likely to contribute to the discrepancy between results from our study and previous studies, most of which have not controlled for the same potential biases. We conclude therefore that bypass lanes, although favorable for capacity, are likely to be unfavorable for safety when compared to other unsignalized T-junctions without left-turn lanes. Unfavorable safety effects may partly be due to site specific conditions, such as road alignment and sight conditions, that contribute to rear-end collision risk or inappropriate driver behavior. However, this does not necessarily mean that bypass lanes never should be used. For example, at junctions where a bypass lane may solve capacity problems, and where site-specific conditions are favorable, bypass lanes may still be an acceptable solution.en_US
dc.description.abstractSafety effects of bypass lanes at unsignalized three-leg junctionsen_US
dc.language.isoengen_US
dc.publisherElsevier Ltden_US
dc.rightsNavngivelse 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/deed.no*
dc.subjectBypass laneen_US
dc.subjectJunctionen_US
dc.subjectAccident prediction modelen_US
dc.subjectBefore-after studyen_US
dc.subjectEmpirical Bayes methoden_US
dc.subjectEndogeneityen_US
dc.titleSafety effects of bypass lanes at unsignalized three-leg junctionsen_US
dc.title.alternativeSafety effects of bypass lanes at unsignalized three-leg junctionsen_US
dc.typeJournal articleen_US
dc.typePeer revieweden_US
dc.rights.holder© 2024 The Authors. Published by Elsevier Ltd.en_US
dc.source.articlenumber107643en_US
dc.description.versionpublishedVersionen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1
dc.identifier.doi10.1016/j.aap.2024.107643
dc.identifier.cristin2270744
dc.source.journalAccident Analysis and Preventionen_US
dc.source.volume203en_US
dc.source.issueAugust 2024en_US
dc.source.pagenumber1-7en_US
dc.relation.projectStatens Vegvesen: 4949en_US


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Navngivelse 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Navngivelse 4.0 Internasjonal