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

Table 1

Fixed travel demands for each O-D pair (vehicles/hour).

O-D pairs	F	E	D	B	A	Origin totals
A	200	30	700	250	—	1180
C	900	130	200	20	40	1290
D	100	50	—	250	400	800
E	20	—	30	130	300	480
G	20	60	170	450	550	1250
Destination totals	1240	270	1100	1100	1290	5000