Compressive Strength Gain Behavior and Prediction of Cement-Stabilized Macadam at Low Temperature Curing

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Screen size (mm)</td><td class="align_center">26.5</td><td class="align_center">19</td><td class="align_center">9.5</td><td class="align_center">4.75</td><td class="align_center">2.36</td><td class="align_center">0.6</td><td class="align_center">0.075</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Composite grade</td><td class="align_center">97.7</td><td class="align_center">77.0</td><td class="align_center">48.0</td><td class="align_center">28.6</td><td class="align_center">21.0</td><td class="align_center">10.5</td><td class="align_center">2.2</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Composite grade of concrete aggregate.</div>

Journal of Advanced Transportation

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Table 2

Table 2: Compressive Strength Gain Behavior and Prediction of Cement-Stabilized Macadam at Low Temperature Curing 