Laboratory Evaluation of the Performance of Recycled Aggregate Concrete Containing Construction and Stone Factories Waste in Terms of Compressive and Tensile Strength

Table 6

Concrete mix proportions design.

Lubricant (kg/m^3)	Gravel (kg/m^3)	Sand (kg/m^3)	Cement (kg/m^3)	Water (kg/m^3)	Construction waste (kg/m^3)	Factory stone waste (kg/m^3)	Mix design no.
3.07	720.38	1214.9	376.32	138.85	—	—	1
3.07	720.38	850.17	376.32	138.85	364.80	—	2
3.07	720.38	789.50	376.32	138.85	425.47	—	3
3.07	720.38	11/07	376.32	138.85	—	364.8	4
3.07	720.38	10/28	376.32	138.85	—	425.47	5