Optimization of CLS Content of Asphalt Mixtures Based on Balanced Mix Design Approach

Table 6

Results of the experiments.

	Category 1				Category 2
	Mixture	FN	TSR	FI	Mixture	FN	TSR	CTindex
Unaged	0% CLS	572	77.21	4.07	0% CLS	572	77.21	76.8
	5% CLS	702	79.46	3.86	5% CLS	702	79.46	108.6
	10% CLS	807	82.23	7.46	10% CLS	807	82.23	136.8
	15% CLS	1237	84.69	12.96	15% CLS	1237	84.69	151.3
	20% CLS	1062	84.72	14.16	20% CLS	1062	84.72	150.3
Aged	0% CLS	644	73.85	2.65	0% CLS	644	73.85	33
	5% CLS	801	81.45	3.51	5% CLS	801	81.45	57
	10% CLS	904	84.57	5.78	10% CLS	904	84.57	71
	15% CLS	1358	89.07	10.84	15% CLS	1358	89.07	81
	20% CLS	1144	83.74	10.96	20% CLS	1144	83.74	74