Usage of Reclaimed Asphalt Material in Stone Mastic Asphalt

Table 2

Basic properties determined for reclaimed binder from RA of gradation 0/11 mm (RAP) for SMA 11.

Test	Determined values
Needle penetration in accordance with EN 1426	24.7 (0.1 mm)
Softening point in accordance with EN 1427	64.4°C
Dynamic viscosity at 135°C in accordance with EN 13302	0.81 Pa·s
Elastic recovery in accordance with EN 13398	7%
PG grade	76-10
Fraass breaking point in accordance with EN 12593	−2°C