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

Table 3

Gradation range of coarse aggregate.

Sieve size (mm)	Remaining mass on sieve (g)	Mass percentage on sieve (%)	Cumulative mass percentage on sieve (%)
19	125	0.8	0.8
16	930	6.2	7
13.2	2870	19.1	26.1
9.5	5320	35.5	61.6
4.75	5360	35.7	97.3
0	400	2.7	100