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Asphalt Mixes Produced with Asphalt Shingle Sand

机译:沥青碎石砂产生的沥青混合料

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The use of RAS particles obtained from grinding/shredding of asphalt shingles is currently limited to between 3 and 5 percent. The addition of the sand only portion of RAS can reach more than 10 percent or even 15 percent while providing rheological characteristics different enough from those of conventional HMA. The technique is to sieve the shredded RAS particles to separate the fibres/bitumen clusters from the sand component. Only the shingle sand is recycled to the mix to facilitate obtaining a completely homogeneous mixture. The formulation of HMA containing a high RAS sand content is based on characterizing the mechanical properties of the HMA. HMA modified with high RAS sand content have a total bitumen content of about 8 percent. This paper discusses the characterization of the mechanical properties of HMA modified with RAS sand and the advantages of this technique. It was determined that rutting, thermal cracking and asphalt module were close to values normally obtained for the same formulation without recycling. On the other hand, there is a significant difference in fatigue resistance which is increased compared to conventional HMA.
机译:从沥青瓦的粉碎/切碎获得的RAS颗粒的使用目前限制在3%至5%之间。 RAS中仅含沙的部分的添加量可达到10%甚至15%以上,同时提供与常规HMA足够不同的流变特性。该技术是对切碎的RAS颗粒进行筛分,以将纤维/沥青团簇与沙子成分分开。仅将带状沙粒再循环到混合物中,以促进获得完全均匀的混合物。包含高RAS砂含量的HMA配方是基于表征HMA的机械性能的。用高RAS砂含量改性的HMA的总沥青含量约为8%。本文讨论了用RAS砂改性的HMA的力学性能的表征以及该技术的优势。可以确定,车辙,热裂和沥青模量接近于相同配方通常获得的值,无需回收。另一方面,与传统的HMA相比,在抗疲劳性方面存在显着差异,该差异有所增加。

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