Influence of Tire-Recycled Steel Fibers on Strength and Flexural Behavior of Reinforced Concrete

Table 4

Gradation range of fine aggregate.

Sieve size (mm)	Remaining mass on sieve (g)	Mass percentage on sieve (%)	Cumulative mass percentage on sieve (%)
4.75	9	1.8	1.8
2.36	47	9.3	11.1
1.18	57	11.3	22.5
0.6	141	28	50.5
0.3	151	30	80.5
0.15	57	11.3	91.7
0	41	8.2	100