Table 2 Physical properties of coarse and fine aggregates
From: Impact of rest time on creep recovery of asphalt mixtures modified with calcined marl filler
Test | Standard Adopted | Value |
|---|---|---|
Coarse | ||
Angularity (%) | ASTM D5821 [43] | 98/97 |
Elongated and flat particles (%) | ASTM D4791 [44] | 6.94 |
Soundness (%) | ASTM C88 [45] | 0.069 |
Specific gravity | ASTM C127 [46] | 2.564 |
Los Angles abrasion (%) | ASTM C131 [47] | 23.7 |
Water absorption (%) | ASTM C127 [46] | 1.98 |
Fine | ||
Absorption | ASTM C131 [47] | 1.77 |
Specific gravity | ASTM C128 [48] | 2.60 |
Sand equivalent | ASTM D2419 [49] | 77.01 |
Clay content (%) | ASTM C142 [50] | 0.61 |
Angularity (%) | ASTM C1252 [51] | 48.71 |