The Model of the Optimal Number of Public Transport Vehicles in Mixed Traffic Flow Conditions: A Case Study

Table 6

Capacity utilization by sections and hours in a day for direction B.

Section	Capacity utilization
	06.00-07.00	07.00-08.00	08.00-09.00	09.00-10.00	10.00-11.00	11.00-12.00	12.00-13.00	13.00-14.00	14.00-15.00	15.00-16.00	16.00-17.00	17.00-18.00	18.00-19.00	19.00-20.00	20.00-21.00	21.00-22.00
1	0.59	0.95	0.87	0.83	0.91	0.88	0.88	0.85	0.88	0.85	0.81	0.72	0.77	0.74	0.68	0.60
2	0.45	0.96	0.93	0.98	1.01	0.98	0.97	1.03	0.96	1.00	0.95	0.62	0.67	0.68	0.54	0.52
3	0.80	1.08	1.06	0.93	1.11	1.08	1.01	0.98	1.04	1.05	0.94	1.03	1.09	1.05	1.00	0.72
4	0.68	1.00	0.99	0.99	0.95	0.98	0.96	0.87	0.84	0.88	0.81	0.88	0.97	0.93	0.85	0.67
5	0.36	0.79	0.85	0.83	0.77	0.83	0.86	0.89	0.83	0.86	0.77	0.71	0.72	0.68	0.59	0.53
6	0.12	0.33	0.40	0.33	0.34	0.44	0.42	0.41	0.34	0.34	0.29	0.27	0.36	0.37	0.29	0.23
7	0.22	0.59	0.71	0.58	0.56	0.63	0.62	0.62	0.74	0.74	0.54	0.54	0.71	0.71	0.52	0.41
8	0.29	0.79	0.85	0.72	0.69	0.75	0.62	0.62	0.73	0.67	0.55	0.52	0.77	0.76	0.50	0.32
9	0.21	0.59	0.42	0.54	0.53	0.55	0.48	0.48	0.54	0.51	0.42	0.42	0.57	0.55	0.40	0.24
10	0.29	0.50	0.52	0.58	0.60	0.65	0.55	0.66	0.70	0.69	0.62	0.73	0.69	0.68	0.55	0.41
11	0.26	0.65	0.75	0.73	0.89	0.76	0.76	0.80	0.93	1.02	0.80	0.64	0.69	0.83	0.61	0.50
12	0.40	0.59	0.73	0.68	0.65	0.48	0.60	0.50	0.83	0.84	0.65	0.77	0.70	0.67	0.64	0.62
13	0.24	0.41	0.41	0.36	0.38	0.33	0.34	0.36	0.46	0.46	0.43	0.44	0.46	0.45	0.44	0.31
14	0.14	0.25	0.25	0.23	0.22	0.18	0.19	0.22	0.32	0.32	0.31	0.29	0.30	0.30	0.29	0.28
15	0.10	0.22	0.20	0.18	0.18	0.15	0.16	0.21	0.23	0.27	0.24	0.22	0.25	0.23	0.21	0.20