Study on Plastic Coated Overburnt Brick Aggregate as an Alternative Material for Bituminous Road Construction

Table 5

Gradation of aggregate for bituminous concrete.

Sieve in mm	% passing by weight of specimen	Cumulative % passing	Cumulative % retained	% of aggregate and mineral filler
19	100	100	00	Coarse aggregate 38%
13.2	90–100	89.5	10.50
9.5	70–88	79.0	21.0
4.75	53–71	62.0	38.0
2.36	42–58	50.0	50.0	Fine aggregate 55%
1.18	34–48	41.0	59.0
0.60	26–38	32.0	68.0
0.30	18–28	23.0	77.0
0.15	12–20	16.0	84.0
0.075	4–10	7.00	93.0

Mineral filler 7%.