Optimal Design of Signal Controlled Road Networks Using Differential Evolution Optimization Algorithm

Table 2

Input data for test network.

Intersection	Link	𝑡^0𝑎	𝑠𝑎
1	1	1	2000
	2	1	1600
	16	10	2900
	19	10	1500
2	3	10	3200
	15	15	2600
	23	15	3200
3	4	15	3200
	14	20	3200
	20	1	2800
4	5	20	1800
	6	20	1850
	10	10	2200
	11	1	2000
	12	1	1800
	13	1	2200
5	8	15	1850
	9	15	1700
	17	10	1700
	21	15	3200
6	7	10	1800
	18	15	1700
	22	1	3600