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Investigation of Warm Mix Asphalt Using Iowa Aggregates

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Figure

Figure 2.1. Foamed asphalt nozzle (Csanyi, 1959)
Figure 5.14 compares the average DSR failure temperatures for the unaged, RTFO aged and PAV aged binders
Figure 5.16. Comparison of G*sin(δ) values for  PAV aged Sasobit and control binders
Table 5.3. Beam rheometer stiffness and m-value data for Revix and control binders
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