Performance Analysis of One-Level Signalized Urban Intersections with Exclusive Pedestrian Phases and Diagonal Crossings

Author:

Grigonis Vytautas1ORCID,Kondratovič Vladislav1ORCID,Palevičius Vytautas1ORCID,Juozevičiūtė Dainora1ORCID,Karpavičius Tomas1ORCID,Smirnovs Juris2ORCID

Affiliation:

1. Department of Roads, Faculty of Environmental Engineering, Vilnius Gediminas Technical University, Vilnius, Lithuania

2. Department of Roads and Bridges, Transportation Engineering Institute, Faculty of Civil Engineering, Riga Technical University, Riga, Latvia

Abstract

The exclusive pedestrian (hereinafter P) phase with a diagonal crossing is routinely introduced to improve P safety at high-volume intersections. The article analyses and evaluates the feasibility of the exclusive P phase and diagonal crossing at single-level smaller intersections, identifying the advantages and disadvantages of the exclusive P phase and diagonal crossing from the point of view of time losses. In the experimental part, traffic flow modelling is carried out. The traffic flow simulations show that an exclusive P phase is most beneficial in terms of time losses at an intersection with 2+2 lane intersecting streets and ≥ 900 P/hour with ≥ 1600 vehicles/hour (hereinafter V). In addition, an exclusive P phase can be implemented at the small intersections analysed in this paper, where the volume of V is low or medium, regardless of the number of P at the intersection.

Publisher

Riga Technical University

Subject

Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. Bechtel, A. K., MacLeod, K. E., & Ragland, D. R. (2004). Pedestrian scramble signal in Chinatown neighborhood of Oakland, California: an evaluation. Transportation Research Record, 1878(1), 19–26. https://doi.org/10.3141/1878-03

3. Bissessar, R., & Tonder, C. (n.d.). Pedestrian scramble crossings – A tale of two cities. https://www.toronto.ca/wp-content/uploads/2017/11/8eee-pedestrian_scramble_crossings.pdf

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