Analysis of the Impact of Ride-Hailing on Urban Road Network Traffic by Using Vehicle Trajectory Data

Table 6

Average ratios of different kinds of vehicles on congested road sections.

Road section ID	Start time	End time	Average speed	Ride-hailing vehicles			Private cars			Taxis			Buses
				q	Q	r	q	Q	r	q	Q	r	q	Q	r
1005	8:21:15	8:30:07	5	12	464	0.0259	40	844205	0.000047	10	5793	0.0017	4	1719	0.0023
1031	8:22:37	8:35:22	4.78	14		0.0302	62		0.000073	8		0.0014	2		0.0012
1067	8:32:56	8:42:39	4.56	13		0.0280	44		0.000052	4		0.0007	3		0.0017
1216	8:33:27	8:44:13	4.37	14		0.0302	57		0.000068	6		0.0010	2		0.0012
1040	8:38:29	8:52:07	4.21	16		0.0345	54		0.000064	9		0.0016	3		0.0017
1036	8:41:24	8:53:06	4.13	14		0.0302	62		0.000073	7		0.0012	2		0.0012
1042	8:42:54	9:01:44	3.95	15		0.0323	81		0.000096	5		0.0009	3		0.0017
1048	8:51:27	9:06:09	3.86	17		0.0366	78		0.000092	6		0.0010	2		0.0012
21135	8:53:06	9:09:48	3.72	15		0.0323	85		0.000101	4		0.0007	3		0.0017
1037	8:58:19	9:24:23	3.49	16		0.0345	128		0.000152	8		0.0014	2		0.0012
1045	17:48:54	18:01:57	3.27	18		0.0388	90		0.000107	5		0.0009	3		0.0017
21246	17:51:09	18:13:01	2.88	19		0.0409	115		0.000136	9		0.0016	4		0.0023
1217	17:56:12	18:22:03	2.74	18		0.0388	145		0.000172	7		0.0012	2		0.0012
1051	18:01:02	18:23:08	2.53	17		0.0366	137		0.000162	6		0.0010	3		0.0017
1010	18:05:04	18:32:09	2.32	19		0.0409	172		0.000204	6		0.0010	1		0.0006
1208	18:06:27	18:33:29	2.11	18		0.0388	153		0.000181	4		0.0007	2		0.0012
1059	18:12:09	18:44:06	1.78	20		0.0431	187		0.000222	8		0.0014	1		0.0006
1004	18:15:37	18:44:34	1.55	19		0.0409	168		0.000199	6		0.0010	3		0.0017
1024	18:16:28	18:46:48	1.43	20		0.0431	184		0.000218	5		0.0009	2		0.0012
15342	18:23:24	18:54:51	1.38	21		0.0453	196		0.000232	4		0.0007	1		0.0006
			Average		0.0361	Average		0.000133	Average		0.0011	Average		0.0014