Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading

<table class="table-group" id="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Temperature (°C)</td><td class="align_center" colspan="2">Equivalent vehicular speed (km/h)</td></tr><tr class="thead"><td class="align_center">Semirigid pavement</td><td class="align_center">Flexible pavement</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">15</td><td class="align_center">31</td><td class="align_center">33</td></tr><tr><td class="align_left">25</td><td class="align_center">38</td><td class="align_center">35</td></tr><tr><td class="align_left">35</td><td class="align_center">44</td><td class="align_center">26</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The equivalent vehicular speeds of FWD loading for different pavements and temperatures.</div>

Advances in Materials Science and Engineering

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Table 8

Table 8: Comparisons between Asphalt Pavement Responses under Vehicular Loading and FWD Loading 