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

Table 6

Effect of CWR intersection signal control: intersection type 1.

Improvement	MPR 25%	MPR 50%	MPR 75%	MPR 100%
Cumulative flow (%)	10.1	27.2	27.9	28.9
Average vehicle delay (%)	14.8	48.0	56.3	59.8
CWR efficiency (%)	7.7	20.8	26.1	26.8