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

Table 9

Input data for Allsop & Charlesworth’s network.

Junction	Link	Free-flow travel time ()	Saturation flow ()	Junction	Link	Free-flow travel time ()	Saturation flow ()
1				4	5	20	1800
	1	1	2000		6	20	1850
	2	1	1600		10	10	2200
	16	10	2900		11	1	2000
	19	10	1500		12	1	1800
					13	1	2200
2	3; 15; 23	10; 15; 15	3200; 2600; 3200	5	8	15	1850
					9	15	1700
					17	10	1700
					21	15	3200
3	4	15	3200	6	7	10	1800
	14	20	3200		18	15	1700
	20	1	2800		22	1	3600