Design of Signal Timing Plan for Urban Signalized Networks including Left Turn Prohibition

Table 1

Demands between origins and destinations (unit: veh/h).

Origin/Destination	A	B	C	D	E	F	G	H	I	J	Total
A	0	70	90	160	100	60	150	50	180	200	1060
B	200	0	130	60	140	70	90	130	80	110	1010
C	180	90	0	180	90	160	70	80	120	70	1040
D	40	70	140	0	80	120	60	50	150	80	790
E	160	130	70	140	0	90	140	150	50	50	980
F	90	80	110	80	170	0	50	100	120	50	850
G	60	70	200	150	80	80	0	90	140	100	970
H	90	80	40	110	200	70	160	0	80	120	950
I	60	80	100	120	50	100	90	200	0	90	890
J	90	180	40	70	0	120	60	90	100	0	750
Total	970	850	920	1070	910	870	870	940	1020	870	9290