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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">Passing #200 (%)</td><td class="align_center">Binder content (%)</td><td class="align_center">G<sub>mm</sub></td><td class="align_center">G<sub>mb</sub>%</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Control</td><td class="align_center">3.5</td><td class="align_center">6.4</td><td class="align_center">2.352</td><td class="align_center">96.64</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div>G<sub>mm</sub>: theoretical maximum specific gravity; G<sub>mb</sub>: specimen’s bulk specific gravity; G<sub>mb</sub>%: G<sub>mm</sub> to G<sub>mb</sub> ratio.<br/></div></td></tr></table>

<div>Composition and volumetric properties of the control specimens.</div>

Advances in Materials Science and Engineering

tab5

Table 5

Table 5: Effect of Rejuvenated Binder on the Pavement Rutting Performance at Different Aging Levels 