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/cm32413.36
Marshall stability, N16500
Void, %3.2
Voids filled with bitumen, %76.4
Flow, mm1.82
Coarse aggregate (%)36.5
Fine aggregate (%)56.5
Filler (%)7