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

Table 5

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

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	0.13	0.23	0.23	0.21	0.20	0.18	0.21	0.22	0.27	0.26	0.26	0.25	0.26	0.24	0.20	0.12
2	0.13	0.24	0.23	0.22	0.20	0.20	0.22	0.23	0.25	0.25	0.25	0.25	0.27	0.24	0.22	0.13
3	0.73	1.20	1.03	0.86	0.86	0.78	0.88	0.91	0.96	1.01	0.97	0.91	1.05	0.87	0.80	0.67
4	0.33	1.40	1.11	0.97	1.04	0.85	1.06	1.02	1.26	1.27	1.04	1.19	1.27	1.36	1.14	0.65
5	0.25	0.70	0.73	0.53	0.52	0.52	0.60	0.56	0.78	0.66	0.58	0.54	0.72	0.54	0.49	0.37
6	0.33	0.63	0.65	0.55	0.56	0.58	0.56	0.57	0.60	0.54	0.54	0.65	0.64	0.64	0.49	0.39
7	0.17	0.65	0.73	0.56	0.62	0.64	0.65	0.65	0.69	0.66	0.65	0.69	0.80	0.76	0.60	0.44
8	0.14	0.51	0.54	0.42	0.47	0.55	0.51	0.51	0.56	0.52	0.51	0.54	0.65	0.62	0.34	0.22
9	0.11	0.34	0.39	0.34	0.39	0.44	0.47	0.41	0.45	0.45	0.38	0.34	0.41	0.40	0.23	0.16
10	0.28	0.79	0.99	0.83	0.94	0.98	1.17	1.00	1.07	1.07	0.89	0.78	0.97	0.96	0.61	0.41
11	0.53	0.99	1.14	1.02	0.92	1.13	1.15	1.11	1.08	1.09	0.94	0.80	1.08	1.12	0.80	0.66
12	0.38	0.82	1.14	1.10	1.23	1.48	1.11	1.24	1.07	1.19	0.93	0.74	1.04	1.23	1.10	0.69
13	0.39	0.60	0.60	0.63	0.63	0.68	0.66	0.68	0.65	0.70	0.61	0.60	0.66	0.68	0.72	0.92
14	0.63	1.02	1.19	1.13	1.37	1.33	1.26	1.26	1.19	1.26	1.11	1.06	1.21	1.16	1.31	0.95
15	0.59	0.92	0.95	1.02	0.89	0.92	0.88	0.86	1.02	1.11	0.97	0.81	0.77	0.87	0.84	0.61