Abstract
Urban road traffic at the intersection causes severe congestion problems and
causes delays for road users. Contending excessive delays at signalized intersections
due to traffic flow fluctuations has been recognized as one of the most challenging
issues for traffic engineers. The objective of this paper is to compare the conventional
signal design method (Ex: Webster and trial cycle method) and sophisticated method
using branch and bound algorithm of signal optimization technique. For a long time,
traffic delays, recursive branch and bound algorithm techniques prove an important
time optimization method of urban three legged regional traffic signal. This paper
provides useful information about signal time optimization techniques based on the
demographical features and existing traffic conditions and draws a corresponding flow
chart. In this article, one of the busiest three legged intersections was selected in the
city of Raipur. Practise has proven that in optimisation signal design branch and bound
algorithm of signal optimization has better performs in terms of signal optimization
cycle length.
Keywords: Three-legged intersection, Signal optimization, Delay, Branch and bound algorithm