Highway capacity research and applications in Singapore.

Author(s)
Weng, T.Y. & Olszewski, P.
Year
Abstract

Current emphasis in highway capacity research conducted at Nanyang Technological University in Singapore is to develop traffic models on an area-wide, link-based and intersection-based scale. The area-wide traffic model relates total inbound and outbound flow rates across the Restricted Zone cordon to average journey speed. The model predicts an area capacity of around 67,300 veh/h. Speed-flow relationships for open expressway sections suggest capacity close to 3000 pcu/h/lane. A tunnel capacity of 2600 pcu/h/lane was found although results appear to be not conclusive as tunnel flows are uncongested even during peak periods. On arterial road segments, our results indicate a capacity of about 800 veh/h/lane. capacity of about 800 veh/h/lane. There also appears to be a non-linear trend between speed and density for both expressway and arterial road sections. Saturation flows between 1600 to 2500 pcu/h/lane have been recorded at signalised intersections; saturation flows of nearside (leftmost) lanes are lower than those of non-nearside lanes. (A)

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Publication

Library number
C 5697 (In: C 5685) /71 /72 / IRRD 861420
Source

In: Proceedings of the second international symposium on highway capacity : country reports, Sydney, Australia, August 1994, p. 147-156, 16 ref.

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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.