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Investigating the rutting and moisture sensitivity of warm mix asphalt with varying contents of recycled asphalt pavement.

机译:研究具有不同含量的再生沥青路面的暖拌沥青的车辙和湿度敏感性。

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摘要

To evaluate the performance of Warm Mixture Asphalt (WMA) with varying amounts of recycled asphalt pavement (RAP) in comparison with Hot Mix Asphalt (HMA), comprehensive laboratory and field evaluations were conducted. Mix designs were performed for both WMA with a LEADCAP additive and HMA with large amounts of fractionated RAP materials. Hamburg Wheel Tracking (HWT) test was performed to evaluate the rutting and moisture susceptibility of both HMA and WMA laboratory mixtures. HMA mixtures with up to 50% RAP materials by binder replacement exhibited a better performance than WMA mixtures. However, when RAP materials were increased to 75% both WMA and HMA mixtures showed a superior performance. When a specially designed LEADCAP additive for a mixture with a high RAP content called "RAPCAP" was used, the performance was significantly improved. The existing Asphalt Bond Strength (ABS) test (AASHTO TP91-11) was modified to better evaluate the adhesion bond between asphalt binder and aggregate surface. Based on the modified ABS test results, it was found that the asphalt binder type significantly influenced the adhesion bond.;To evaluate the performance of WMA mixtures in the field, test sections were constructed in Iowa, Minnesota and Ohio. The test sections were successfully constructed with less compaction effort than HMA and met the required field densities per each DOT's specification. All HMA and WMA mixtures collected from the test sections passed the HWT and the modified Lottman tests, which indicates high resistance to rutting and moisture damage. The asphalt binders were then extracted and recovered from the field samples then re-graded following AASHTO M320 and AASHTO MP19-10. The recovered asphalt binder grades were found to be higher than the target grades due to the existence of RAP materials in the mixtures except for asphalt binders extracted from WMA mixtures produced using "RAPCAP" additive.
机译:为了评估与不同量的再生沥青路面(RAP)相比,热拌沥青(HMA)的热拌沥青(WMA)的性能,进行了全面的实验室和现场评估。对于具有LEADCAP添加剂的WMA和具有大量分馏RAP材料的HMA均进行了混合设计。进行了汉堡车轮跟踪(HWT)测试,以评估HMA和WMA实验室混合物的车辙和湿气敏感性。通过粘合剂更换的HMA混合物中RAP含量高达50%的材料表现出比WMA混合物更好的性能。但是,当RAP材料增加到75%时,WMA和HMA混合物均显示出优异的性能。当使用专门设计的LEADCAP添加剂(称为“ RAPCAP”)用于高RAP含量的混合物时,性能得到了显着改善。修改了现有的沥青粘结强度(ABS)测试(AASHTO TP91-11),以更好地评估沥青粘合剂与骨料表面之间的粘结力。根据修改后的ABS测试结果,发现沥青粘合剂类型显着影响了粘结力。为了评估WMA混合物在现场的性能,在爱荷华州,明尼苏达州和俄亥俄州建立了测试段。测试部分的建造工作比HMA少,压实工作也很轻松,并且满足每个DOT规范所要求的现场密度。从测试部分收集的所有HMA和WMA混合物均通过了HWT和改进的Lottman测试,表明对车辙和水分损坏具有很高的抵抗力。然后从田间样品中提取并回收沥青结合料,然后按照AASHTO M320和AASHTO MP19-10进行重新分级。由于混合物中存在RAP材料,发现回收的沥青粘合剂等级高于目标等级,除了使用“ RAPCAP”添加剂从WMA混合物中提取的沥青粘合剂。

著录项

  • 作者

    Ahmed, Taha Ahmed Hussien.;

  • 作者单位

    The University of Iowa.;

  • 授予单位 The University of Iowa.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2014
  • 页码 152 p.
  • 总页数 152
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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