Evaluation of Permanent Deformation of Unmodified and Rubber-Reinforced SMA Asphalt Mixtures Using Dynamic Creep Test

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td align="left">Specimens ID</td><td align="center">Optimum asphalt content, %</td><td align="center">Binder used</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td align="left">Control</td><td align="center">5.0</td><td align="center">Bitumen 80/100 pen.</td></tr><tr><td align="left">12R</td><td align="center">5.5</td><td align="center">12R</td></tr><tr><td align="left">12R 4.5V</td><td align="center">5.5</td><td align="center">12R 4.5V</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 6

Table 6: Evaluation of Permanent Deformation of Unmodified and Rubber-Reinforced SMA Asphalt Mixtures Using Dynamic Creep Test 