Optimal Road Toll Design from the Perspective of Sustainable Development

Table 3

Optimal toll scheme and the corresponding link flow (min/0.5, veh/hr, min).

Toll
Link	1	2	3	4	5	6	7	8	9	10
	1.31	0.29	0.04	0.52	0.70	0.15	0.34	0.02	0.67	2.10
	800	400	245	555	752	293	621	131	245	376
	7.66	9.14	9.02	12.26	3.35	9.08	5.17	13.01	5.33	10.05
Link	11	12	13	14	15	16	17	18	19
	1.95	0.20	1.23	0.42	0.18	0.66	0.00	0.45	0.81
	645	355	493	486	355	507	0	400	493
	9.97	10.10	9.62	6.21	9.09	8.33	7.00	14.22	11.41
No toll
Link	1	2	3	4	5	6	7	8	9	10
	800	400	395	405	898	297	898	0	395	503
	7.66	9.14	9.14	12.07	3.71	9.08	5.74	13.00	7.25	12.38
Link	11	12	13	14	15	16	17	18	19
	795	205	497	205	205	503	0	400	497
	11.25	10.01	9.64	6.01	9.01	8.32	7.00	14.22	11.42