The Use of Adaptive Traffic Signal Systems Based on Floating Car Data

Table 1

Traffic flows for each simulated scenario and O/D couple in veh/h.

Orig.; node	Dest.; node	⁢Traffic pattern with total demand 480 [VPH]; ⁢Case A					⁢Traffic pattern with total demand 240 [VPH]; ⁢Cases B and C
		50/50	60/40	70/30	80/20	90/10	50/50	60/40	70/30	80/20	90/10
2	3	40	48	56	64	72	20	24	28	32	36
2	4	40	48	56	64	72	20	24	28	32	36
2	5	40	48	56	64	72	20	24	28	32	36
3	2	40	48	56	64	72	20	24	28	32	36
3	4	40	48	56	64	72	20	24	28	32	36
3	5	40	48	56	64	72	20	24	28	32	36
4	2	40	32	24	16	8	20	16	12	8	4
4	3	40	32	24	16	8	20	16	12	8	4
4	5	40	32	24	16	8	20	16	12	8	4
5	2	40	32	24	16	8	20	16	12	8	4
5	3	40	32	24	16	8	20	16	12	8	4
5	4	40	32	24	16	8	20	16	12	8	4