Analysis on Link Travel Time Estimation considering Time Headway Based on Urban Road RFID Data

Table 3

Vehicle volume and average time headway from downstream on December 2, 2015.

H	S		11		12		21		22		31		32
	Q	T	Q	T	Q	T	Q	T	Q	T	Q	T	Q	T
6	15	194	5	475	1	0	1	—	0	—	7	359	1	—
7	69	47	39	74	6	468	8	320	1	0	11	211	4	820
8	51	66	28	123	11	265	3	996	2	1115	5	562	2	980
9	54	65	26	135	7	523	9	399	3	688	8	407	1	—
10	63	58	29	128	5	539	8	366	7	482	5	549	9	242
11	46	75	26	134	7	548	5	744	1	—	5	472	2	1583
12	18	193	10	364	4	431	2	1142	0	—	1	—	1	0
13	26	135	15	242	2	1425	5	715	1	—	1	—	2	191
14	50	75	28	119	9	454	4	1071	2	70	6	575	1	—
15	35	98	16	197	3	996	4	640	5	443	4	1023	3	1107
16	49	72	36	98	2	1363	4	478	1	0	2	396	4	529
17	51	69	31	112	6	551	7	410	2	151	4	1071	1	—
18	42	68	16	171	4	293	9	197	4	485	8	398	1	—
19	26	140	10	313	7	397	1	—	1	—	4	1167	3	923
20	43	83	12	320	11	277	3	950	2	646	10	354	5	681
21	26	131	8	352	0	—	2	363	0	—	11	329	5	606
22	28	127	12	289	4	131	0	—	0	—	6	483	6	495