Dynamic Properties and Fatigue Life of Stone Mastic Asphalt Mixtures Reinforced with Waste Tyre Rubber

Table 2

SMA 20 aggregate gradation.

SMA 20
B.S Sieve	% Passing			% Retained	Weight (G)
	Min.	Max.	Mid.
19	100	100	100	0	0
12.5	85	95	90	10	110
9.5	65	75	70	20	220
4.75	20	28	24	46	506
2.36	16	24	20	4	44
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