Abstract
Previously that optimum cycle time has been calculated which would result in minimum overall delay when employed with fixed-time signals. The intergreen periods have also been selected previously and the remaining calculation, before the whole sequence of signal aspects can be described, is to calculate the duration of the green signal aspects.
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© 1989 R. J. Salter
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Salter, R.J. (1989). The timing diagram. In: Highway Traffic Analysis and Design. Palgrave, London. https://doi.org/10.1007/978-1-349-20014-6_37
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DOI: https://doi.org/10.1007/978-1-349-20014-6_37
Publisher Name: Palgrave, London
Print ISBN: 978-0-333-48338-1
Online ISBN: 978-1-349-20014-6
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