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Long-term monitoring of half warm mix recycled asphalt containing up to 100 RAP

机译:长期监测半温混合再循环含量高达100%的RAP

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This paper presents the main results from a project-site investigation to compare the mechanical performance differences between half warm mix recycled asphalt (HWMRA) and a conventional mix (HMA) section in Spain. To this end, HWMRA was manufactured using total recycled contents up to 100% RAP at temperatures below 100°C. This study was therefore performed in three phases. In the first phase, a preliminary laboratory testing analysis was conducted to ascertain the optimal mix design solution through the influence of different curing times in a forced-draft convection oven at 50°C. A second phase assessed the viability of manufacturing these mixes in a discontinuous asphalt mixing plant adapted with a secondary flow-parallel drying drum, while the final phase involved the construction of a road test section formulated with two emulsion contents. At the current time, little difference is seen regarding the performance of the HWMRA compared to the control HMA section.
机译:本文提出了项目现场调查的主要结果,以比较半温混合再生沥青(HWMRA)与西班牙的常规混合(HMA)部分之间的机械性能差异。为此,在低于100°C的温度下,使用总回收含量高达100%RAP的总回收含量制造HWMRA。因此,该研究以三个阶段进行。在第一阶段,进行了初步实验室测试分析,以通过在50℃的强制性对流烘箱中的不同固化时间的影响来确定最佳混合设计解决方案。第二阶段评估制造这些混合物在适用于次级流平平行的干燥鼓的不连续沥青混合装置中的可存活率,而最后阶段涉及用两个乳液含量配制的道路测试部分的结构。在当前时,与控制HMA部分相比,对HWMRA的性能的表现很小。

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