Bricks and Concrete Wastes as Coarse and Fine Aggregates in Sustainable Mortars

Table 1

Mix proportions (kg/m³), water to binder () ratio, and workability (mm) of mortars.

ID sample	Cement	Coarse calcareous aggregate, S1	Coarse RBA, S2	Coarse RCA, S3	Fine calcareous aggregate, F1	Fine RBA, F2	Fine RCA, F3	Water		Slump
	kg/m^3	kg/m^3	kg/m^3	kg/m^3	kg/m^3	kg/m^3	kg/m^3	kg/m^3	—	mm
M/S1	452	1595	—	—	—	—	—	222	0.49	124
M/S1F1	452	1395	—	—	193	—	—	228	0.50	123
M/S2	452	—	1050	—	—	—	—	236	0.52	124
M/S2F2	452	—	918	—	—	131	—	244	0.54	126
M/S3	452	—	—	1283	—	—	—	213	0.47	122
M/S3F3	452	—	—	1123	—	—	161	218	0.48	127