The Departure Characteristics of Traffic Flow at the Signalized Intersection

Table 3

Relevant departure data of traffic flow at the intersection through investigation.

	The starting time of leading vehicle	The starting time of the last vehicle	The number of queued vehicles	Length of the queue	Speed of traffic wave (m/s)	Stabilized time headway (s)	Stabilized space headway	Green light time (s)	The number of departure vehicles in green light time (s)
1	00.59.09	01.22.11	17	110.5	4.78	2.02	15.23	42	19
2	03.38.13	04.04.37	18	115.2	4.39	1.76	17.6	42	22
3	06.14.17	06.40.67	18	111.6	4.21	1.96	14.92	42	20
4	08.53.50	09.17.22	15	98.3	3.96	1.8	16.17	42	22
5	11.32.77	11.52.60	15	94.5	4.76	1.93	15.44	42	18