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Optimum cycle times for an intersection

  • R. J. Salter
Chapter
  • 46 Downloads

Abstract

The length of the cycle time under fixed-time operation is dependent on traffic conditions. Where the intersection is heavily trafficked cycle times must be longer than when the intersection is lightly trafficked.

Keywords

Cycle Time Traffic Flow Saturation Flow Green Period Stop Line 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Y. Salter and N. B. Hounsell 1996

Authors and Affiliations

  • R. J. Salter
    • 1
  1. 1.University of BradfordUK

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