The Departure Characteristics of Traffic Flow at the Signalized Intersection

Table 4

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

	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	Stabilized time of traffic flow	Stabilized space headway	Green light time	The number of departure vehicles in green light time
1	00.59.09	01.22.11	17	110.5	5.62	01.17.80	18.07	42	24
2	03.38.13	04.04.37	18	115.2	4.76	03.50.67	19.36	42	27
3	06.14.17	06.40.67	18	111.6	4.7	06.28.23	15.24	42	21
4	08.53.50	09.17.22	15	98.3	4.57	09.06.07	17.36	42	24
5	11.32.77	11.52.60	15	94.5	5.04	11.44.17	14.34	42	21