Performance Evaluation of Crumb Rubber Modified Stone Mastic Asphalt Pavement in Malaysia

Table 4

SMA 14 aggregate gradation [20].

B.S sieve	% Passing			% Retained	Weight (G)
	Min.	Max.	Mid.
12.5	100	100	100	0	0
9.5	72	83	77.5	22.5	247.5
4.75	25	38	31.5	46	506
2.36	16	24	20	11.5	126.5
0.6	12	16	14	6	66
0.3	12	15	13.5	0.5	5.5
0.075	8	10	9	4.5	49.5
Pan	0	0	0	9	99
				100	1100