Impact of Lane Drops on Intersection Capacity

dc.contributor.advisorDr. Billy M. Williams, Committee Memberen_US
dc.contributor.advisorDr. Pamela J. Arroway, Committee Memberen_US
dc.contributor.advisorDr. Joseph E. Hummer, Committee Memberen_US
dc.contributor.advisorDr. Nagui M. Rouphail, Committee Chairen_US
dc.contributor.authorLee, Jae-Joonen_US
dc.date.accessioned2010-04-02T18:42:13Z
dc.date.available2010-04-02T18:42:13Z
dc.date.issued2005-12-30en_US
dc.degree.disciplineCivil Engineeringen_US
dc.degree.leveldissertationen_US
dc.degree.namePhDen_US
dc.description.abstractLane drops downstream of signalized intersections are found on many urban and suburban streets and highways. The short lane is typically under-utilized at the intersection since drivers avoid using the short lane due to the potential for stressful merges downstream of the signal. This unconventional geometric configuration downstream of the lane drop intersection affects intersection capacity and operations. The current Highway Capacity Manual (HCM) does not take into account downstream lane drop conditions, thereby resulting in significant discrepancy between the HCM defaults and field observed lane utilization factors (LUF). The primary objectives of this research were to identify whether and by how much lane drops affect performance of actuated signalized intersections under various traffic demand levels and lane drop geometries. The research developed LUF prediction models by intersection type from data on traffic, signal and intersection geometry collected in the field. The developed models imply that the downstream lane length and traffic intensity are positively correlated with the LUF and that other geometric variables at the approach may also influence lane utilization. Also, a traffic simulation model was used to quantify the impact of lane drops on intersection operations with various traffic volumes and geometric conditions. Through the simulation, it was found that additional green time, which should reduce delay, was created because of the overloaded full lane at the approach, however; a higher probability of green time termination with maximum green time dominates the benefit of extra green and the approach gains significant extra delays. Based on the data obtained from the simulation, this research quantified the amount of additional delay for the subject movement and established delay adjustment factors due to account for lane drop effects. Findings from this research are expected to contribute to the assessment of lane drop intersection performance.en_US
dc.identifier.otheretd-12272005-180237en_US
dc.identifier.urihttp://www.lib.ncsu.edu/resolver/1840.16/4012
dc.rightsI hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to NC State University or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.en_US
dc.subjectIntersection Capcityen_US
dc.subjectLane Dropen_US
dc.titleImpact of Lane Drops on Intersection Capacityen_US

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