Development and Validation of Improved Impedance Functions for Roads with Mixed Traffic Using Taxi GPS Trajectory Data and Simulation

Table 5

Calculated values of the dependent and independent variables in the converted equation (6) based on data of Tieji Road.

Time period
7:00–7:15	0.91	0.63	0.01	0.14
7:15–7:30	1.15	0.73	0.01	0.15
7:30–7:45	1.34	0.61	0.01	0.20
7:45–8:00	1.48	0.72	0.02	0.27
8:00–8:15	1.58	0.67	0.02	0.31
8:15–8:30	1.63	0.61	0.02	0.30
8:30–8:45	1.64	0.47	0.01	0.25
8:45–9:00	1.61	0.43	0.02	0.22
11:45–12:00	1.57	0.48	0.02	0.24
12:00–12:15	1.56	0.49	0.02	0.25
12:15–12:30	1.51	0.52	0.03	0.26
12:30–12:45	1.44	0.46	0.02	0.22
15:30–15:45	1.52	0.64	0.03	0.27
15:45–16:00	1.60	0.64	0.03	0.22
16:00–16:15	1.65	0.73	0.03	0.24
16:15–16:30	1.70	0.77	0.03	0.32
16:30–16:45	1.72	0.60	0.05	0.28
16:45–17:00	1.73	0.53	0.03	0.30
17:00–17:15	1.72	0.74	0.03	0.31
17:15–17:30	1.69	0.77	0.02	0.29
23:30–23:45	0.97	0.13	≤0.01	0.01
23:45–00:00	1.01	0.14	≤0.01	≤0.01