Multi-Objective Optimization of Traffic Signal Timing for Oversaturated Intersection

Table 3

Optimized signal timing plan of Webster model and Synchro software.

Algorithm	Cycle length (s)	Phase 1 (s)	Phase 2 (s)	Yellow (s)
Webster model under normal condition	66	35	23	4
Webster model under over-saturated condition	132	74	50	4
Synchro model under normal condition	70	36	26	4
Synchro model under over-saturated condition	90	45	37	4