Design and Evaluation of a Mathematical Optimization Model for Traffic Signal Plan Transition Based on Social Cost Function

Table 2

Data after the transition in the numerical example.

Signal timing after transition
Intersection	Phase	1	2	3	4	5	6	7	8	Cycle length	Offset
	Movement	WBL	EBT	NBL	SBT	EBL	WBT	SBL	NBT
1	Optimized green phase (s)	29	31	11	44	17	43	13	42	115	69
	Flow rate (veh/s)	294	1014	91	633	178	1671	111	517	—	—
2	Optimized green phase (s)	23	35	12	45	20	38	13	44	115	0
	Flow rate (veh/s)	246	1165	87	603	205	1394	107	493	—	—
3	Optimized green phase (s)	21	38	11	45	22	36	12	45	115	69
	Flow rate (veh/s)	208	1367	86	601	241	1180	106	491	—	—