Usage of Reclaimed Asphalt Material in Stone Mastic Asphalt

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Test</td><td class="align_center">Determined values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Needle penetration in accordance with EN 1426</td><td class="align_center">16.9 (0.1 mm)</td></tr><tr><td class="align_left">Softening point in accordance with EN 1427</td><td class="align_center">69.8°C</td></tr><tr><td class="align_left">Dynamic viscosity at 135°C in accordance with EN 13302</td><td class="align_center">1.23 Pa·s</td></tr><tr><td class="align_left">Elastic recovery in accordance with EN 13398</td><td class="align_center">43%</td></tr><tr><td class="align_left">PG grade</td><td class="align_center">76-4</td></tr><tr><td class="align_left">Fraass breaking point in accordance with EN 12593</td><td class="align_center">−3°C</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

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

Advances in Materials Science and Engineering

Usage of Reclaimed Asphalt Material in Stone Mastic Asphalt

Table 3