Laboratory Evaluation of Asphalt Binder Modified with Crumb Rubber and Basalt Fiber

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">BF content (%)</td><td class="align_center">Viscosity at 60°C (Pa·s)</td><td class="align_center">Viscosity at 135°C (Pa·s)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">1210</td><td class="align_center">6.81</td></tr><tr><td class="align_left">0.2</td><td class="align_center">1500</td><td class="align_center">9.08</td></tr><tr><td class="align_left">0.3</td><td class="align_center">1680</td><td class="align_center">10.4</td></tr><tr><td class="align_left">0.4</td><td class="align_center">1810</td><td class="align_center">11.0</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Viscosity of CR-BF asphalt binder at 60°C and 135°C.</div>

Advances in Civil Engineering

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Table 4

Table 4: Laboratory Evaluation of Asphalt Binder Modified with Crumb Rubber and Basalt Fiber 