Advances in Materials Science and Engineering / 2015 / Article / Tab 1

Research Article

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
MixtureMortarMastic

25.4100
19100
12.5100
9.596
4.7566
2.3648100
1.183777
0.63063
0.32144
0.151123
0.0755.812.1100
0.0303.36.957
0.0232.96.050
0.0172.14.336
0.0111.53.227
0.00771.22.521
0.00380.91.815
0.00360.71.512
0.00290.61.210
0.00250.61.210
0.00230.61.210
0.00130.40.87