Table 3.

The mix design proportions of concrete prepared with RM and YPS (by weight).

No.	RM (g)	YPS (g)	Cement (g)	Aggregate (g)	Water (mL)
L-1	45.00	0.00	405.00	1350	225
L-2		40.50	364.50
L-3		81.00	324.00
L-4		283.50	121.50