A Simultaneous Solution for Reserve Capacity Maximization and Delay Minimization Problems in Signalized Road Networks

Table 12

SUE link flows and degrees of saturations for α values 0.0, 0.8 and 1.0.

Link Number	SUE flows (veh/h)	Degree of Saturation (%)	Link Number	SUE flows (veh/h)	Degree of Saturation (%)	Link Number	SUE flows (veh/h)	Degree of Saturation (%)
1	722	39	1	780	42	1	927	50
2	458	36	2	500	55	2	595	61
3	722	36	3	780	45	3	927	64
4	596	47	4	643	52	4	765	72
5	641	53	5	692	63	5	822	76
6	175	32	6	190	35	6	226	45
7	458	91	7	500	78	7	595	76
8	474	64	8	517	70	8	616	72
9	109	74	9	119	54	9	142	89
10	474	92	10	517	83	10	616	93
11	497	68	11	542	87	11	639	98
12	253	23	12	271	25	12	329	29
13	450	68	13	488	75	13	581	97
14	785	62	14	858	70	14	1011	95
15	786	48	15	859	61	15	1013	86
16	386	95	16	719	68	16	847	91
17	415	78	17	443	97	17	537	86
18	354	74	18	377	63	18	457	62
19	904	76	19	679	80	19	817	89
20	1290	85	20	1399	92	20	1664	99
21	1070	67	21	1160	74	21	1379	98
22	1250	53	22	1355	66	22	1613	90
23	574	59	23	917	75	23	1091	71