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Evaluation of Asphalt Mixtures Containing Sasobit(R) Warm Mix Asphalt Additive

机译:评估含有Sasobit(R)温拌沥青添加剂的沥青混合料

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摘要

This paper presents the laboratory performance of conventional hot mix asphalt mixture and mixture containing warm mix additive named Sasobit(R). The laboratory evaluation included Hamburg-type loaded wheel tracking test (LWT), Dynamic modulus (E*) test, and Semi-Circular Bend (SCB) Test. Test results showed that the fracture resistance of conventional mixture, as determined from the critical value of Jintegral of the SCB test, was slightly lower than that of the Sasobit(R) modified mixture. Sasobit(R) modified mixture exhibited lower modulus values, E*, than the conventional mixture. This difference between the conventional and the Sasobit(R) modified moduli decreased as the temperature increased, indicating that the modulus was minimally affected at higher temperature due to the Sasobit(R) modification. In this limited evaluation, the moisture susceptibility of both mixtures was similar. The rut depth, as measured from the LWT test, of Sasobit(R) modified mixture was slightly lower that the rut depth of the conventional mixture.
机译:本文介绍了传统的热拌沥青混合料和含有温暖混合添加剂的混合物的实验室性能。实验室评估包括汉堡式负载车轮跟踪测试(LWT),动态模量(E *)测试和半圆弯曲(SCB)测试。测试结果表明,根据SCB测试的Jintegral临界值确定,常规混合物的耐断裂性略低于Sasobit改性混合物的抗断裂性。 Sasobit改性混合物的模量值E *比常规混合物低。常规模量与Sasobit模量之间的差异随温度的升高而减小,这表明模量因Sasobit模量而在较高温度下受到的影响最小。在此有限的评估中,两种混合物的水分敏感性相似。从LWT试验测得的Sasobit改性混合物的车辙深度略低于常规混合物的车辙深度。

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