Suitability Investigation of Recycled Concrete Aggregates for Concrete Production: An Experimental Case Study

Table 4

Slump and volumetric ratios of coarse aggregates to cement content and coarse aggregates to fine aggregates of the concretes.

Group	Mix type	Slump (mm)	w/c (-)	Volumetric ratio of coarse aggregates to cement content (-)	Volumetric ratio of coarse aggregates to the fine aggregates (-)
I	Ref-I	17	0.61	0.75	1.54
	RC-10	15		0.77	1.58
	RC-10	25		0.76	1.50
II	Ref-II	18	0.55	0.69	1.56
	RC-20	15		0.73	1.64