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Laboratory Investigation of Asphalt Pavements with Low Density and Recommendations to Prevent Density Deficiency

机译:低密度沥青路面的实验室调查及预防密度缺乏

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In most USA asphalt construction projects the goal of compacting a hot-mix asphalt (HMA) layer is to achieve the optimum density which is 92% of the maximum specific gravity (G_(mm)) of the asphalt mixture. However, this level of density is not always achieved. This paper evaluates the effect of field compaction deficiencies on the HMA durability through laboratory testing. HMA samples were collected from construction sites in the United States. A series of laboratory tests were conducted to compare the performance of HMA mixtures at their actual in-place density as well as the desired density of 92% of G_(mm). The statistical analysis on the results showed that the performance of the pavements could significantly improve by eliminating the deficiencies in their in-place densities. Moreover, the compactibility of the mixtures was investigated using the compaction data from the Superpave gyratory compactor. Compaction characteristics of the mixtures were compared to a control mixture, and the results showed that the shortage in the binder content of the mixtures could be a major factor which may have caused the density deficiencies. Furthermore, the effect of higher-than-optimum binder content was evaluated on the compactibility of the control mixture.
机译:在大多数美国沥青建筑项目中,压实热混合沥青(HMA)层的目标是达到最佳密度,其是沥青混合物的最大比重(G_(mm))的92%。但是,并不总是实现这种密度水平。本文通过实验室检测评估现场压缩缺陷对HMA耐用性的影响。从美国的建筑工地收集HMA样品。进行了一系列实验室测试,以比较HMA混合物在其实际的原位密度下的性能以及92%G_(mm)的所需密度。对结果的统计分析表明,通过消除其就地密度的缺陷,路面的性能可以显着改善。此外,使用来自SuperPave陀螺压实机的压实数据研究了混合物的可调整。将混合物的压实特性与对照混合物进行比较,结果表明,混合物的粘合剂含量的短缺可能是可能导致密度缺陷的主要因素。此外,对对照混合物的可敏感性评价高于最佳的粘合剂含量的效果。

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