Connected Transit Bus Dynamic Priority Weight Modeling and Conflicting Request Resolution Control at the Signalized Intersection

Table 2

Fixed timing and traffic parameters.

Phase no.	One	Two	Three	Four	Five	Fix	Seven	Eight
Green interval (s)	40	40	25	25	42	38	20	30
Minimum green (s)	10	10	10	10	10	10	10	10
Red interval (s)	90	90	105	105	88	92	110	100
Arrival flow (veh/h)	1465	1498	541	562	1439	1407	435	458
Saturation flow (veh/h)	1801	1835	1830	1857	1862	1822	1824	1815
Transit bus penetration (%)	13	12	3	4	14	9	3	3
Passenger occupancy	20	20	20	20	20	20	20	20