A Method of Signal Timing Optimization for Spillover Dissipation in Urban Street Networks

Table 4

Signal timing plans of the two intersections under the bottleneck control.

Intersection	Green time under the bottleneck control scheme (s)
	Phase 1	Phase 2	Phase 3	Phase 4
𝑖	32	28	24	24
𝑖+1	24	15	44	25