Freeway Traffic Density and On-Ramp Queue Control via ILC Approach

Table 1

The mean speed with iterations (km/hour).

Iteration number	1	10	20	30	40	50	60
QLIF-ILC	41.07	49.65	51.65	52.61	53.23	53.58	53.88
Standard-ILC	41.07	45.42	48.60	50.58	51.65	52.38	52.88
Improvements	0.00%	9.32%	6.28%	4.01%	3.06%	2.29%	1.89%