Multicriteria Assessment of Crosswalk Location in Urban Roundabout Corridors

Midblock pedestrian crossing areas between closely spaced roundabouts can affect traffic operations and may result in a trade-off between capacity, environment, and safety benefits. Even though research has been conducted on the impacts of traffic performance on pedestrian crosswalks located at isolated roundabouts, few studies have focused on how pedestrian crosswalks between closely adjacent roundabouts affect traffic operations. A microsimulation approach was used to examine the integrated effect of a pedestrian crosswalk on traffic delay, carbon dioxide emissions, and relative speed between vehicles and pedestrians at different locations between closely spaced two-lane roundabouts. The main purpose of the study was to develop a simulation platform of traffic (VISSIM), emissions (vehicle-specific power), and safety (surrogate safety assessment model) to optimize such variables. The fast nondominated sorting genetic algorithm NSGA-II was mobilized to identify an optimized set of pedestrian crosswalk locations for the roundabout exit section along the midblock segment. One acceptable solution that provided a good balance between traffic performance, emissions, and pedestrian safety benefits was locating the crosswalks at 15, 20, and 30 m from the exit section. Even at low pedestrian demand, crosswalk effectiveness (as determined by capacity and environment) gradually decreased near the circulatory ring delimitation (<10 m). Findings suggest that crosswalks in the midblock segment (55 to 60 m from the exit section) also must be considered, especially under high traffic demand.

[1]  Margarida C. Coelho,et al.  Emissions Estimation at Multilane Roundabouts , 2013 .

[2]  Shauna L. Hallmark,et al.  Roundabouts in Signalized Corridors , 2010 .

[3]  Kalyanmoy Deb,et al.  A fast and elitist multiobjective genetic algorithm: NSGA-II , 2002, IEEE Trans. Evol. Comput..

[4]  Shauna L. Hallmark,et al.  Toolbox to Evaluate the Impacts of Roundabouts on a Corridor or Roadway Network , 2008 .

[5]  Ana Bastos Silva,et al.  Evaluation of Effect of Pedestrian Crossings on Roundabout Performance Using Microsimulation , 2013 .

[6]  黒田 孝次,et al.  Highway Capacity Manual改訂の動向--テイラ-教授の講演より , 1984 .

[7]  Tone Lerher,et al.  Simulation of the Pedestrians' Influence to the Capacity of Motorised Vehicles in a Roundabout , 2008 .

[8]  Hesham Rakha,et al.  Energy and Environmental Assessment of High-Speed Roundabouts , 2009 .

[9]  Paul E. Ponchillia,et al.  Street crossing by sighted and blind pedestrians at a modern roundabout , 2005 .

[10]  Mariusz Kiec,et al.  Influence of Midblock Pedestrian Crossings on Urban Street Capacity , 2012 .

[11]  R. K. Ursem Multi-objective Optimization using Evolutionary Algorithms , 2009 .

[12]  David W. Coit,et al.  Multi-objective optimization using genetic algorithms: A tutorial , 2006, Reliab. Eng. Syst. Saf..

[13]  Bruce Hellinga,et al.  Analytical Method for Estimating Delays to Vehicles Traversing Single-Lane Roundabouts as a Function of Vehicle and Pedestrian Volumes , 2012 .

[14]  Nagui M. Rouphail,et al.  Effect of Pedestrian Impedance on Vehicular Capacity at Multilane Roundabouts with Consideration of Crossing Treatments , 2012 .

[15]  Yu Zhang,et al.  Simulator Study of Driver Responses to Pedestrian Treatments at Multilane Roundabouts , 2012, Transportation research record.

[16]  Tarek Sayed,et al.  Surrogate Safety Assessment Model and Validation: Final Report , 2008 .

[17]  Alexander Paz,et al.  Calibration of Micro-Simulation Traffic-Flow Models Considering All Parameters Simultaneously , 2014 .

[18]  Craig Lyon,et al.  Roundabouts: An Informational Guide. Second Edition , 2010 .

[19]  Nagui M Rouphail,et al.  Event-Based Modeling of Driver Yielding Behavior to Pedestrians at Two-Lane Roundabout Approaches , 2013, Transportation research record.

[20]  Hesham A Rakha,et al.  Are Roundabouts Environmentally Friendly? An Evaluation for Uniform Approach Demands , 2012 .

[21]  Alexander Skabardonis,et al.  Traffic Analysis Toolbox Volume III: Guidelines for Applying Traffic Microsimulation Modeling Software , 2004 .

[22]  H. Frey,et al.  Fuel use and emissions comparisons for alternative routes, time of day, road grade, and vehicles based on in-use measurements. , 2008, Environmental science & technology.

[23]  Margarida C. Coelho,et al.  Assessing methods for comparing emissions from gasoline and diesel light-duty vehicles based on microscale measurements , 2009 .

[24]  J C Krogscheepers,et al.  Roundabouts Along Rural Arterials in South Africa , 2014 .

[25]  Paul E. Ponchillia,et al.  Blind and Sighted Pedestrians' Judgments of Gaps in Traffic at Roundabouts , 2005, Hum. Factors.

[26]  Nagui M. Rouphail,et al.  Toward Roundabout Accessibility-Exploring the Operational Impact of Pedestrian Signalization Options at Modern Roundabouts , 2008 .

[27]  Margarida C. Coelho,et al.  Effect of Roundabout Operations on Pollutant Emissions , 2006 .

[28]  Nagui M Rouphail,et al.  Development and Implementation of Conflict-Based Assessment of Pedestrian Safety to Evaluate Accessibility of Complex Intersections , 2012, Transportation research record.