Research Article
The Effect of Wetfix and Nanohydrated Lime Additives on Bitumen Aging and the Cohesion and Adhesion Failure Mechanisms of Hot Asphalt Mixtures
Table 2
Physical characteristics for both types of stone materials.
| Test | Standard | Limestone | Granite | Specification |
| Specific gravity (coarse aggregates) | ASTM C 127 | | | | Bulk (g/cm3) | | 2.612 | 2.654 | – | SSD (g/cm3) | | 2.643 | 2.667 | – | Apparent (g/cm3) | | 2.659 | 2.692 | – | Specific gravity (fine aggregates) | ASTM C 128 | | | | Bulk density (g/cm3) | | 2.618 | 2.659 | – | SSD (g/cm3) | | 2.633 | 2.661 | – | Apparent (g/cm3) | | 2.650 | 2.687 | – | Specific gravity (filler) | ASTM D 854 | 2.641 | 2.657 | – | Los Angeles abrasion (%) | ASTM C 131 | 25.6 | 19 | Max 45 | Flat and elongated particles (%) | ASTM D 4791 | 9.2 | 6.5 | Max 10 | Sodium sulfate soundness (%) | ASTM C 88 | 2.56 | 1.5 | Max 10–20 | Fine aggregates angularity (%) | ASTM C 1252 | 46.65 | 56.3 | Min 40 |
|
|