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Modification of Dynamic Modulus Predictive Models for Asphalt ...

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Figure 8: Master Curve Comparison <strong>for</strong> Cell 35 [29]<br />

The master curve comparisons show that the Witczak model made relatively accurate<br />

predictions at intermediate and low temperatures <strong>for</strong> cells 21 and 35. At the high temperature<br />

range, the Witczak model did not fit the lab data. For mixtures from cells 33 and 34, the Witczak<br />

predictive model is poor to fit the lab results. The 2000 Witczak model tends to predict lower<br />

dynamic modulus values at high temperatures than those tested.<br />

North Carolina State University Study [30]<br />

This research per<strong>for</strong>med by Y. Richard Kim et al. [30] studied dynamic complex modulus <strong>of</strong><br />

mixtures made from materials that were commonly used in North Carolina. The study includes<br />

42 different mix designs with two types <strong>of</strong> asphalt binder. The laboratory results were compared<br />

with the 2000 Witczak predictions as well as the Hirsch predictions. In the final report, accuracy<br />

<strong>of</strong> the predictive model is quantified by the percent <strong>of</strong> error which is the difference between lab<br />

result and model prediction divided by the lab result. Figure 9 and Figure 10 show the results <strong>of</strong><br />

comparisons.<br />

33

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