Research Article
A Study on the Rheological Properties of Recycled Rubber-Modified Asphalt Mixtures
Table 2
Test results of the mix design.
| Properties of the mix design |
| Unit weight, kg/cm3 | 2413.36 | Marshall stability, N | 16500 | Void, % | 3.2 | Voids filled with bitumen, % | 76.4 | Flow, mm | 1.82 | Coarse aggregate (%) | 36.5 | Fine aggregate (%) | 56.5 | Filler (%) | 7 |
|
|