• DocumentCode
    3299937
  • Title

    The Design Method of Pedestrian Crossing Facilities on the Urban Expressway

  • Author

    Ying, Hu ; Chunfu, Shao

  • Author_Institution
    MOE Key Lab. for Urban Transp. Complex Syst. Theor. & Technol., Beijing Jiaotong Univ., Beijing, China
  • fYear
    2012
  • fDate
    July 31 2012-Aug. 2 2012
  • Firstpage
    899
  • Lastpage
    902
  • Abstract
    With the development of the transit-oriented mode, lots of bus routes run on urban expressway and bus stop located at isolation belt between urban expressway and assistant-road. Based on the consideration of the car-pedestrian conflicts on assistant-road, this paper proposed a new design method of pedestrian crossing facilities on urban expressway. First, the crossing types have been described through analyzed the car-pedestrian conflicts on the assistant road. Second, based on the results of the car-pedestrian flows on the assistant road, which have been computed by the new method, the critical setting conditions figures of crossing facilities have been drew. Then the location of the overpass´s foot has been decided through the volume of crossing-street and riding-bus pedestrian. Final, a practical example in Beijing has been proposed to prove the feasibility of the method.
  • Keywords
    automobiles; facility location; pedestrians; road accidents; road safety; road traffic; Beijing; assistant-road; bus routes; bus stop; car-pedestrian conflicts; car-pedestrian flows; crossing-street pedestrian; isolation belt; overpass foot location; pedestrian crossing facility design method; riding-bus pedestrian; transit-oriented mode development; urban expressway; Belts; Delay; Equations; Foot; Mathematical model; Roads; Vehicles; Facilities Design; Pedestrian Crossing; Traffic Engineering; Urban Expressway;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Digital Manufacturing and Automation (ICDMA), 2012 Third International Conference on
  • Conference_Location
    GuiLin
  • Print_ISBN
    978-1-4673-2217-1
  • Type

    conf

  • DOI
    10.1109/ICDMA.2012.212
  • Filename
    6298661