Travel Time Reliability-Based Signal Timing Optimization for Urban Road Traffic Network Control

Table 3

Original signal timing parameters for peak hours (unit: second).

Timing parameter	J1	J2	J3	J4	J5	J6	J7	J8	J9	J10
	48	15	13	15	16	20	20	13	55	21
	40	25	28	40	17	33	35	11	20	33
	12	35	34	20	48	58	56	20	25	21
	21	30	20	22	15	20	20	40	12	24
	44	20	40	10	19	24	24	10	23	40
	—	—	—	—	—	—	—	—	—	13
	—	—	—	—	—	—	—	25	—	—
Yi	3	3	3	3	3	3	3	3	3	3
Ci	180	140	150	155	130	170	170	170	150	170