Development of a Decision Making Algorithm for Traffic Jams Reduction Applied to Intelligent Transportation Systems

Table 8

Matrix of pairwise differences for criteria.

Criteria	Traffic flow	Average speed	Occupancy rate
Traffic flow (veh/h)	0	−0,694	−0,847
Average speed (km/h)	0,694	0	−0,153
Occupancy rate (%)	0,847	0,153	0