Improved Pedestrian Sight-Distance Needs at Railroad-Highway Grade Crossings-Reference-Cited by-同舟云学术

Improved Pedestrian Sight-Distance Needs at Railroad-Highway Grade Crossings

Published:2017-07 Issue:7 Volume:143 Page:04017027
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Easa Said M.¹,Qu Xiaobo²,Dabbour Essam³

Affiliation:

1. Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3.

2. Senior Lecturer, Transport Engineering, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Sydney, NSW 2007, Australia (corresponding author).

3. Associate Professor and Director, Center of Transportation and Traffic Safety Studies, Abu Dhabi Univ., P.O. Box 59911, Abu Dhabi, United Arab Emirates.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JTEPBS.0000047

Reference25 articles.

1. AASHTO. (2011). “A policy on geometric design of highways and streets.” Washington DC.

2. ATSB (Australian Transport Safety Bureau). (2016). “Australian rail safety occurrence data.” ⟨http://www.atsb.gov.au/publications/2012/rr-2012-010/⟩ (Feb. 23 2016).

3. Walking speeds of elderly pedestrians at crosswalks;Coffin A.;Transp. Res. Rec.,1995

4. Pedestrian crossing sight distance: Lateral clearance guidelines for roadways;Easa S. M.;Transp. Res. Rec.,2016

5. Reliability analysis of minimum green intervals for traffic signals;Easa S. M.;J. Transp. Eng.,2013

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