Traffic-Responsive Signal Control at Intersections Using Real-Time Data of Vehicles Connected via V2X Communication

Table 8

Effect of CWR intersection signal control: intersection type 3.

Improvement	MPR 25%	MPR 50%	MPR 75%	MPR 100%
Cumulative flow (%)	17.1	23.4	20.7	29.4
Average vehicle delay (%)	36.3	58.4	57.8	51
CWR efficiency (%)	1.0	1.5	1.2	2.2