Performance comparison between pedestrian push-button and pre-timed pedestrian crossings at midblock: a Korean case study

ABSTRACT Walking has been highlighted as an independent transportation mode as well as an access/egress mode to/from public transit to encourage the use of more sustainable transport systems. However, walking does not seem to have priority over other transportation modes, especially in areas where various modes of movement are in conflict. The pedestrian push-button system seems to be a solution to distribute the right of way. The focus of this study is on the performance issue of the pedestrian push-button. Specifically, this study deals with issues related to mid-block crossings and attempts to answer two questions: whose waiting time is longer at pre-timed and push-button crossings, pedestrians, or vehicles? and which system – pre-timed or push-button – is better in terms of total waiting time? According to our simulation analyses, if the pedestrian flow rate is less than 120, 85, and 70 ped/h for two-, three-, and four-lane roads, respectively, the push-button system is recommended.

[1]  J G Hunt,et al.  SITE EVALUATION OF A ZEBRA CROSSING SIMULATION MODEL , 1979 .

[2]  W. F. Adams Road Traffic Considered as a Random Series , 1950 .

[3]  John A. Groeger,et al.  Traffic psychology and behaviour , 1998 .

[4]  Hugo Pietrantonio,et al.  A Decision-based Criterion for Selecting Parameters in the Evaluation of Pedestrian Safety Problems with the Traffic Conflict Analysis Technique , 2006 .

[5]  Robert B. Noland,et al.  Trade-Offs Between Vehicular and Pedestrian Traffic Using Micro-Simulation Methods , 2007 .

[6]  Srinivas S. Pulugurtha,et al.  Pedestrian and motorists’ actions at pedestrian hybrid beacon sites: findings from a pilot study , 2015, International journal of injury control and safety promotion.

[7]  Dirk Helbing,et al.  Analytical investigation of oscillations in intersecting flows of pedestrian and vehicle traffic. , 2005, Physical review. E, Statistical, nonlinear, and soft matter physics.

[8]  Paul J Carlson,et al.  Improving Pedestrian Safety at Unsignalized Crossings: Appendices B to O , 2006 .

[9]  W F Adams,et al.  ROAD TRAFFIC CONSIDERED AS A RANDOM SERIES. (INCLUDES PLATES). , 1936 .

[10]  Tarek Sayed,et al.  Traffic conflict standards for intersections , 1999 .

[11]  John Douglas Hunt,et al.  Enhanced operating strategies to improve pedestrian amenity and safety at midblock signalled pedestrian crossings , 1997 .

[12]  Ben Waterson,et al.  The evolution of urban traffic control: changing policy and technology , 2013 .

[13]  David A Noyce,et al.  Pedestrian Crosswalks at Midblock Locations , 2009 .

[14]  Eric Horvitz,et al.  LOCADIO: inferring motion and location from Wi-Fi signal strengths , 2004, The First Annual International Conference on Mobile and Ubiquitous Systems: Networking and Services, 2004. MOBIQUITOUS 2004..

[15]  Victoria Gitelman,et al.  AN EVALUATION OF CROSSWALK WARNING SYSTEMS , 2001 .

[16]  J. D. Griffiths,et al.  A Mathematical Model of a Nonsignalized Pedestrian Crossing , 1981 .

[17]  Giuseppe Vizzari,et al.  An Integrated Model for the Simulation of Pedestrian Crossings , 2014, ACRI.

[18]  Ilsoo Yun,et al.  Evaluation of semi-actuated signals and pedestrian push buttons using a microscopic traffic simulation model , 2013 .

[19]  法律 Manual on Uniform Traffic Control Devices , 2010 .

[20]  J G Hunt,et al.  Warrants for zebra and pelican crossings using a minimum waiting cost criterion , 1976 .

[21]  Victoria Gitelman,et al.  An evaluation of crosswalk warning systems: effects on pedestrian and vehicle behaviour , 2002 .

[22]  George Yannis,et al.  Pedestrian gap acceptance for mid-block street crossing , 2013 .

[23]  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 .

[24]  J. Tanner,et al.  THE DELAY TO PEDESTRIANS CROSSING A ROAD , 1951 .

[25]  Zong Tian,et al.  Vehicle delay estimation at unsignalised pedestrian crosswalks with probabilistic yielding behaviour , 2015 .

[26]  Daniel Carter,et al.  Observational analysis of pedestrian, bicyclist, and motorist behaviors at roundabouts in the United States , 2006 .

[27]  Khan Rubayet Rahaman DESIGN AND SAFETY OF PEDESTRIAN FACILITIES: IN DHAKA CITY, BANGLADESH , 2010 .

[28]  David A Noyce,et al.  Determination of Pedestrian Push-Button Activation Duration at Typical Signalized Intersections , 2005 .