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dc.contributor.authorOdesanya, Joseph Femi
dc.date.accessioned2024-05-29T18:57:52Z
dc.date.available2024-05-29T18:57:52Z
dc.date.issued2023en_US
dc.identifier.issn2149-0104
dc.identifier.issn2149-5262
dc.identifier.urihttps://hdl.handle.net/11363/7403
dc.description.abstractIntersections are road traffic infrastructure on highways installed to help settle directional movement that could result in conflict while vehicular trips are made. Evaluation of the challenges faced by different automobile users at the Araromi junction (A three Leg at-grade Intersection) located in Akure is the main objective of this paper. To achieve this objective, traffic flow data were collected on the spot by video recording and then the data were manually counted. While, the highway Capacity manual 2010 methodology was adopted to analyse The entry flow rates, Potential Capacities, Movement Capacities, Movement Control Delay, Approach Intersection Control and 95th Percentile Quene Length of the intersection. Findings shows that an average entry flow rate of 357 pc/h occurs for all the legs of the intersection, the North bound left turning movement of the intersection was not within the allowable limit, the average potential capacity by lane for the intersection is 445 pc/h, and the average movement capacity by lane 473 Pc/h, the various legs of the intersection has a level of service of ‘A’ and ‘C’ except the left turning minor street movement that has an ‘F’ LOS. Due to the influence of high traffic flow around the intersection, the analysis of the real-time traffic flow results reveals the need to diverge the high right turning movement into other route to cater for low left turning movement causing delay and poor LOS and a need to introduce Signal on the intersection in other to improve on her functionality.en_US
dc.language.isoengen_US
dc.publisherİstanbul Gelişim Üniversitesi Yayınları / Istanbul Gelisim University Pressen_US
dc.relation.isversionofhttps://doi.org/10.19072/ijet.1146714en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectEntry Flow Rateen_US
dc.subjectTurning Movementen_US
dc.subjectPotential Capacityen_US
dc.subjectMovement Capacityen_US
dc.titleA Performance Analysis of a Two Way Stop Control (TWSC) Intersection under Mixed Traffic Conditionsen_US
dc.typearticleen_US
dc.relation.ispartofInternational Journal of Engineering Technologiesen_US
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.identifier.volume8en_US
dc.identifier.issue4en_US
dc.identifier.startpage131en_US
dc.identifier.endpage138en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Başka Kurum Yazarıen_US


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