Guidelines for Selecting Ramp Design Speeds

Many contextual factors should be considered in selecting an appropriate ramp design speed. Selecting a design speed for highway ramps can greatly influence project costs, right-of-way needs, and the potential project environmental and social impacts. General ramp design considerations, including ramp design speeds, are presented in Chapter 10 of the AASHTO Green Book, but the rationale of the existing guidance is in need of review. Additionally, the application of the design speed along all portions of a ramp and across the spectrum of interchange forms does not sufficiently take into account the inherent speed profiles of different ramp types. Research is needed to provide enhanced guidance on ramp design practices to facilitate the selection of more cost efficient, safer, and contextually appropriate interchange designs in all regions of the United States. The objectives of this research are to develop guidelines for selecting appropriate ramp design speeds, a summary review of the state of the practice, and recommended revisions for the AASHTO Green Book. The guidelines should facilitate the selection of an appropriate ramp design speed based on a combination of contextual considerations and quantitative information. The guidelines should address the definition of ramp design speed, specifically the portion(s) of the ramp to which design speed should be applicable. The guidelines should also address the known safety and operational aspects of ramp design speed selection over a full range of interchange forms, ramp types, and area environments (rural vs. urban). The geometric design dimensions resulting from the suggested ramp design speeds (such as minimum radius of curvature) must also consider driver expectations and behaviors over a range of traffic conditions and the functional classification of the two interchanging roadways. Development of the guidelines may include the examination of field data and site observations supplemented with safety modeling considerations and traffic operational simulations. Speed transitions within ramps should be reviewed for performance and design policy implications.

Language

  • English

Project

  • Status: Active
  • Funding: $400000
  • Contract Numbers:

    Project 15-56

  • Sponsor Organizations:

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590

    American Association of State Highway & Transportation Officials (AASHTO)

    444 North Capitol Street, NW, Suite 225
    Washington, DC  United States  20001

    National Cooperative Highway Research Program

    Transportation Research Board
    500 Fifth Street, NW
    Washington, DC  United States  20001
  • Project Managers:

    Crichton-Sumners, Camille

  • Performing Organizations:

    MRIGlobal

    425 Volker Boulevard
    Kansas City, MO  United States  64110-2241
  • Principal Investigators:

    Torbic, Darren

  • Start Date: 20151110
  • Expected Completion Date: 20190731
  • Actual Completion Date: 0
  • Source Data: RiP Project 37548

Subject/Index Terms

Filing Info

  • Accession Number: 01543354
  • Record Type: Research project
  • Source Agency: Transportation Research Board
  • Contract Numbers: Project 15-56
  • Files: TRB, RiP
  • Created Date: Nov 13 2014 1:01AM