Microscopic Estimation of Road Impedance by Decomposing Traffic Delay into Individual Road Segments: An Analytical Approach

Table 3

Simulation data unit(s).

Flow	Avg.	Lower Quartile	Upper Quartile
400	39.03	35.95	42.60	-3.08	3.57	7.9	9.1
450	39.52	31.50	43.85	-8.03	4.32	20.3	10.9
500	40.07	36.35	43.70	-3.72	3.63	9.3	9.1
550	41.09	39.35	43.15	-1.74	2.06	2	5.0
600	41.98	37.75	46.15	-23	17	10.1	9.9
650	43.02	39.50	56.70	-3.52	13.68	8.2	31.8
700	43.93	36.80	54.35	-7.13	10.42	16.2	23.7
750	45.22	42.05	59.90	-3.17	14.68	7.0	32.5
800	46.32	42.50	50.80	-3.82	4.48	8.2	9.7
850	47.88	42.20	55.30	-5.68	7.42	11.9	15.5
900	48.91	43.75	53.80	-5.16	4.98	11.8	9.1
950	50.19	42.85	58.05	-7.34	7.86	17.1	13.5
1000	50.86	42.85	58.05	-8.01	7.19	18.7	12.4
1050	51.42	43.20	58.70	-8.22	7.28	19.0	12.4
1100	52.77	49.40	58.20	-3.37	5.43	6.8	9.3
1150	52.64	43.30	58.20	-9.34	5.56	17.7	10.6
1200	52.03	47.40	56.90	-4.63	4.87	8.9	9.4
1250	57.00	52.55	61.50	-4.45	4.50	7.8	7.9
1300	58.75	53.20	66.45	-4.35	3.35	6.9	5.3
1350	65.76	62.85	69.80	-2.91	4.04	4.4	6.1
1400	65.99	56.70	69.05	-5.07	0.72	14.4	4.6
1450	66.74	62.75	70.35	-3.99	3.61	6.4	5.1
1500	70.24	65.65	710	-4.59	3.86	7.0	5.2
1550	84.32	74.35	94.00	-9.97	9.68	13.4	10.3
1600	93.48	84.50	105.45	-8.98	11.97	10.6	11.4
1650	93.28	85.95	102.60	-7.33	9.32	8.5	9.1
1700	99.01	87.55	111.50	-11.46	12.49	13.1	11.2
1750	100.93	93.25	107.05	-7.68	6.12	8.2	5.7
1800	101.38	97.15	106.75	-23	5.37	4.4	5.0
1850	106.34	95.20	115.10	-11.14	8.76	10.5	8.2
...	...	...	...	...	...	...	...