Capacity-based feasibility boundaries for shared priority infrastructure for minibus-taxis at signalised intersections

dc.contributor.authorMwenda, J.P.
dc.contributor.authorVenter, C.
dc.date.accessioned2025-10-23T12:37:57Z
dc.date.available2025-10-23T12:37:57Z
dc.date.issued2025
dc.descriptionPapers presented virtually at the 43rd International Southern African Transport Conference on 07 - 10 July 2025.
dc.description.abstractThe minibus-taxi (MBT) is the most widely used mode of public transport in South Africa, accounting for over 66% of peak-hour public transport trips. Unlike buses, which benefit from dedicated infrastructure such as bus rapid transit (BRT) lanes with priority transit signals at intersections, minibus-taxis currently lack such priority infrastructure to enhance their efficiency. Efforts by South African road authorities to provide priority infrastructure for minibus-taxis are hindered by the absence of technical guidance on planning, design, and feasibility. This study addresses this gap by developing an analytical method to determine feasible traffic volumes for shared queue bypass priority lanes at pre-timed signalised intersections. The basic problem is that any priority given to MBT vehicles likely reduces the capacity available to other vehicles, which could lead to performance losses. Taking account of this interaction between MBT and general traffic volumes and the reallocation of vehicles to different lanes, we define feasibility as the combination of volumes where capacity is not exceeded for either vehicle type while still offering potential delay savings for MBTs. We produce a set of graphs that can serve as an initial assessment of whether intersections with medium to high MBT volumes may qualify for priority treatment, considering only existing geometric and traffic characteristics. Additionally, the study provides guidance on expected storage lengths for these priority lanes. Overall, the findings indicate that shared queue bypass lanes are effective when medium taxi volumes (approximately 20 to 85 PCU/hr) are present, provided that turning traffic in the shared left-turn lane is not excessively high (between 50 and 640 PCU/Hr, depending on green time). Noting that drivers may adapt to priority intersections in unknown ways, we recommend further studies on the traffic safety implications of priority treatments under real operating conditions.
dc.format.extent1 page
dc.format.mediumPDF
dc.identifier.urihttp://hdl.handle.net/2263/104846
dc.publisherSouthern African Transport Conference (SATC)
dc.rightsSouthern African Transport Conference 2025
dc.titleCapacity-based feasibility boundaries for shared priority infrastructure for minibus-taxis at signalised intersections
dc.typeArticle

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