Multiscale Validation of the Applicability of Micromechanical Models for Asphalt Mixture

Table 1

The aggregate gradations for asphalt mastic, mortar, and mixture.

Sieve size (mm)	% passing
	Mixture	Mortar	Mastic
25.4	100
19	100
12.5	100
9.5	96
4.75	66
2.36	48	100
1.18	37	77
0.6	30	63
0.3	21	44
0.15	11	23
0.075	5.8	12.1	100
0.030	3.3	6.9	57
0.023	2.9	6.0	50
0.017	2.1	4.3	36
0.011	1.5	3.2	27
0.0077	1.2	2.5	21
0.0038	0.9	1.8	15
0.0036	0.7	1.5	12
0.0029	0.6	1.2	10
0.0025	0.6	1.2	10
0.0023	0.6	1.2	10
0.0013	0.4	0.8	7