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.
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© 1996 Y. Salter and N. B. Hounsell
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Salter, R.J. (1996). Optimum cycle times for an intersection. In: Highway Traffic Analysis and Design. Palgrave, London. https://doi.org/10.1007/978-1-349-13423-6_36
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DOI: https://doi.org/10.1007/978-1-349-13423-6_36
Publisher Name: Palgrave, London
Print ISBN: 978-0-333-60903-3
Online ISBN: 978-1-349-13423-6
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