Abstract
The procedures previously outlined have optimised cycle time and green times so as to produce minimum overall delay for an intersection where the physical dimensions of the approach highways were fixed.
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Reference
F. V. Webster and R. F. Newby. Research into the relative merits of roundabouts and traffic-signal controlled intersections. J. Instn civil Engrs, 27 (Jan 1964), 47–76
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© 1974 R. J. Salter
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Salter, R.J. (1974). The optimisation of signal-approach dimensions. In: Highway Traffic Analysis and Design. Palgrave, London. https://doi.org/10.1007/978-1-349-02093-5_41
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DOI: https://doi.org/10.1007/978-1-349-02093-5_41
Publisher Name: Palgrave, London
Print ISBN: 978-1-349-02095-9
Online ISBN: 978-1-349-02093-5
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