Identifying Factors that Determine Bicycle and Pedestrian-Involved Collision Rates that Affect Bicycle and Pedestrian Demand at Multi-Lane Roundabouts

This project examined the safety and demand issues for pedestrians and bicyclists at multi-lane roundabouts. This document presents research findings, synthesizes current information on best practices, and makes recommendations to assist local agencies planning and designing safer multi-lane roundabouts to better and more safely address the needs of bicyclists and pedestrians. The current literature is referred to throughout the document to augment the research team’s findings, especially for issues that were beyond the scope of this project. Key findings in the areas of pedestrian and bicyclist avoidance of, behavior around, and collisions at multi-lane roundabouts are presented along with recommendations for geometric design, design speed, sight distance, width of lanes, signage and pavement markings, and operational recommendations.

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  • Corporate Authors:

    University of California, Berkeley

    California PATH Program, Institute of Transportation Studies
    Richmond Field Station, 1357 South 46th Street
    Richmond, CA  United States  94804-4648

    University of California, Berkeley

    Berkeley, CA  United States  94720-1720

    California Department of Transportation

    1120 N Street
    Sacramento, CA  United States  95814
  • Authors:
    • Arnold, Lindsay S
    • Flannery, Aimee
    • Ledbetter, Lauren
    • Bills, Tierra
    • Jones, Michael G
    • Ragland, David R
    • Spautz, Laura
  • Publication Date: 2010-5

Language

  • English

Media Info

  • Media Type: Digital/other
  • Features: Figures; References; Tables;
  • Pagination: 75p
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 01173720
  • Record Type: Publication
  • Source Agency: UC Berkeley Transportation Library
  • Report/Paper Numbers: UCB-ITS-PRR-2010-34
  • Contract Numbers: 65A0208-6222
  • Files: CALTRANS, TRIS, STATEDOT
  • Created Date: Sep 27 2010 9:55AM