Organisation: University of Southampton (Transport Research Group)
Date uploaded: 6th March 2014
Date published/launched: February 2013
This paper compares the traffic performance of a hypothetical hook-turn junction with an equivalent conventional junction with opposed right turns.

The research described in this paper uses microscopic simulation modelling in an innovative way to compare the traffic performance of a hypothetical hook-turn junction with an equivalent conventional junction with opposed right turns. The simulation model evaluated traffic performance under various combinations of demand flow, turning proportions, and signal timings.
It was found that hook turns reduced delays to through traffic from the same approach in nearly all cases. Overall junction performance depended on the scale of any increased delays to left-turning traffic and side road traffic resulting from the hook-turn movement. It is concluded that hook turns could be used much more widely than at present — including where driving is on the right — offering significant operational benefits in the right circumstances.
For more information contact:
Professor Nick Hounsell