Through-lane use at traffic signals.

Author(s)
Royce, B. Jurisich, I. & Dunn, R.
Year
Abstract

Research was undertaken during 2004/05 to determine the effect of short approach through-lanes and downstream merges on lane use at signalised intersections, and to find ways of improving use. This involved surveying three intersections. In general, short slip lanes and short approach and departure through-lanes cause short through-lanes to be used less. Accordingly, a guide was prepared to provide preliminary information to assist practitioners to predict and improve short through-lane use. A direct correlation was identified between short through-lane length and associated lane use. Also, short lane use was substantially less than that estimated by an analytical traffic model. Furthermore, graphs indicated that approach lane length and departure lane length had a similar effect on lane use. Economic analysis demonstrated that lengthening short through-lanes was economically viable. Analysis of a short lane on the right showed that it was more likely to be evenly used than a typical short lane on the left. Three alternative short lane configurations were identified which may improve short lane use, involving approaches and/or merges on the right. Ten signalised intersections were identified that could benefit from lengthening short lanes. (Author/publisher)

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Publication

Library number
20061826 ST [electronic version only]
Source

Wellington, Land Transport New Zealand, 2006, 41 p., 5 ref.; Land Transport New Zealand Research Report 297 - ISSN 1177-0600 / ISBN 0-478-28709-7

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This publication is one of our other publications, and part of our extensive collection of road safety literature, that also includes the SWOV publications.