Effect of Rejuvenated Binder on the Pavement Rutting Performance at Different Aging Levels

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen name</td><td class="align_center">Control</td><td class="align_center">R1</td><td class="align_center">R2</td><td class="align_center">R3</td><td class="align_center">R4</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left"><i>I</i><sub><i>h</i></sub></td><td class="align_center">0.87</td><td class="align_center">0.93</td><td class="align_center">0.92</td><td class="align_center">0.93</td><td class="align_center">0.89</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Average <i>I</i><sub><i>h</i></sub> of the three aging levels of each specimen type.</div>

Advances in Materials Science and Engineering

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Table 6

Table 6: Effect of Rejuvenated Binder on the Pavement Rutting Performance at Different Aging Levels 