Performance Evaluation of Semiplastic Recycled Cold Asphalt Using Noncement Binders

Table 6

Noncement binder mixing ratio.

Mix number	Mixing condition	Mixing weight (wt.%)
		BFS	FA	DG	QL	SL	SP
I-1	DG: 0%	66	20	0	8	6	0.002
I-2	DG: 2%	64	20	2	8	6	0.002
I-3	DG: 4%	62	20	4	8	6	0.002
I-4	DG: 6%	60	20	6	8	6	0.002
I-5	DG: 8%	58	20	8	8	6	0.002

BFS: blast furnace slag, FA: high-calcium fly ash, DG: desulfurization gypsum, QL: quick lime, SL: slaked lime, and SP: superplasticizer.