Road Maintenance Optimization Model Based on Dynamic Programming in Urban Traffic Network

Table 1

Free-flow travel time and capacities of the links in Nguyen-Dupuis network.

Link	Link serial	caveh/h	ta,0	Link	Link serial	caveh/h	ta,0
1-5	1	900	7	8-2	11	700	10
1-12	2	700	8	9-10	12	700	10
4-5	3	700	9	9-13	13	600	9
4-9	4	900	14	10-11	14	700	8
5-6	5	800	5	11-2	15	700	9
5-9	6	600	9	11-3	16	700	8
6-7	7	900	5	12-6	17	300	7
6-10	8	500	13	12-8	18	700	15
7-8	9	300	5	13-3	19	700	11
7-11	10	400	9