Physicomechanical Assessments and Heavy Metals’ Leaching Potential of Modified Asphalt Binders Incorporating Crumb Rubber and Tin Slag Powders

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Physical properties</td><td class="align_center">Results</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Torsional recovery</td><td class="align_center">0.5%</td></tr><tr><td class="align_left">Softening point</td><td class="align_center">50°C</td></tr><tr><td class="align_left">Elastic recovery</td><td class="align_center">83%</td></tr><tr><td class="align_left">Penetration</td><td class="align_center">65 dmm</td></tr><tr><td class="align_left">Flash point</td><td class="align_center">273°C</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 1

Table 1: Physicomechanical Assessments and Heavy Metals’ Leaching Potential of Modified Asphalt Binders Incorporating Crumb Rubber and Tin Slag Powders 

Table 1 | Physicomechanical Assessments and Heavy Metals’ Leaching Potential of Modified Asphalt Binders Incorporating Crumb Rubber and Tin Slag Powders 