Aug 2026· PLoS ONE· Vol 21, pp. e0355385· 0 citations· 17 references
Medicine
Abstract
This paper presents a microscopic simulation modeling of 30 signalized intersections in Riyadh, using detailed datasets on direction traffic volume, lane configurations, and current signal control structure. Six distinct Median U-Turn scenarios were developed, categorized by longitudinal offset from the intersection center ranging from 120–300 meters. These configurations were closely evaluated against the conventional signalized intersection for operational viability. Simulations were executed within PTV VISSIM for both the baseline signalized control and the six MUT alternatives, resulting in more than 3,000 simulation runs to ensure statistical soundness in extracting travel time, delay, and queue length metrics. The final results indicate that the MUT design outperforms the conventional signalized intersection at total entering volumes (TEV) of 4,000 vehicles per hour (vph) or less. Within this range, the results identify optimal offsets of 150m for moderate volumes, 180–210m for high directional splits, and 250–300m for high-intensity demands (>1,200 vph). While MUT designs excel below 4,000 vph, the conventional four-leg signalized intersections consistently emerge as the superior design once this total volume threshold is exceeded.
Expressways are designed to facilitate uninterrupted traffic flow; however, localized roadside features such as bus laybys disrupt vehicle dynamics and reduce operational capacity. While classical speed–density models provide theoretical foundations for freeway analysis, localized disturbances are frequently omitted fr...
Ifham Fathi Sayuti, T. Besar, Noorazlan Hasnim et al.· International journal of res...· 0 citations
This study investigates the network-level traffic and safety effects of increasing Market Penetration Rate (MPR) of SAE Level 2 and Level 3 automated vehicles under take-over conditions. A calibrated microsimulation model of a real-world 50 km highway corridor in Greece (Nea Odos) was used to develop 18 scenarios combi...
Marios Sekadakis, Dimitrios Nikolaou, G. Yannis· Future Transportation· 0 citations
A demand-driven signal control strategy is developed to allocate green time based on real-time vehicle demand, eliminating wasted signal phases and providing a scalable and intelligent solution for modern smart city traffic systems.
Friday Idakwo David, S. T. Apeh, Oduware Okosun· E3S Web of Conferences· 0 citations
The operational status of intersections serves as a critical evaluation metric for urban road networks. For intersections featuring lane widening sections, once traffic volume reaches a certain threshold, queue spillover frequently occurs within these widened segments; this leads to a waste of effective green light tim...
Kai Niu· International Conference on...· 0 citations
Improving emergency vehicle mobility in congested urban environments is a critical challenge for transportation systems. Although roadway capacity expansions, such as widening roads, are often deployed to reduce congestion, their impact on emergency response performance is not always guaranteed, especially when delays...
Imane Chakir, Mohamed el Khaili, Adil El Arfaoui et al.· Future Transportation· 0 citations
Urban road networks in Sub-Saharan Africa diverge from the sensor-rich, lane-disciplined environments conventional models assume. This paper establishes an empirical baseline of network efficiency and velocity decay along the 8.0 km Mile 17 to Governor’s Roundabout corridor in Buea, Cameroon, marked by a 25 m/km inboun...
Bukuka Betrand Afanyu, Y. Kajita· Infrastructures· 0 citations
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