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Evaluation of WMA Technologies and Recycled Asphalt Pavement on Nevada Aggregates.

机译:对内华达骨料上WMA技术和再生沥青路面的评估。

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摘要

Nevada Department of Transportation (NDOT) is currently experimenting with warm mix asphalt (WMA) technologies and recycled asphalt pavement (RAP). The purpose of this experiment is to evaluate the effects of various WMA technologies and various levels of RAP on Nevada mixtures using current Superpave WMA and RAP design techniques.;This part of the project evaluated aggregates from Lone Mountain, Rinker, North Tenaya, and Sloan. Advera, Evotherm 3G, and Sonnewarmix, were the WMA technologies evaluated, while plant foaming mixtures will be evaluated at a later time. It was decided that two levels of RAP would be evaluated; one level found through the use of a traditional blending chart and one through a new method known as the mortar experiment. It was also decided that samples mixed at 0.2 percent below optimum binder content (OBC) would be compared to OBC samples.;The mortar experiment determined levels of RAP binder replacement for Lone Mountain and Rinker aggregates much lower than the blending chart. The levels were 17 percent and 39 percent, respectively. A mix was successfully designed and tested with 15 percent RAP binder replacement with favorable results; a mix with 35 percent RAP binder replacement will be designed and tested in the near future. It is suggested that further research should be conducted on the mortar method to explore minimization of variables during the experiment.;Samples at 0.2 percent binder below the OBC performed comparable to samples at OBC. It is suggested that further analysis of coating and compactability should be performed on the evaluated mixtures as per Superpave WMA standards.;As expected, mixes with WMA performed well in resistance to moisture damage and reflective cracking, but did not perform as well in resistance to rutting tests. Mixtures with RAP behaved the opposite; good resistance to rutting but not as good resistance to moisture damage and reflective cracking.
机译:内华达州交通运输部(NDOT)目前正在试验热拌沥青(WMA)技术和再生沥青路面(RAP)。该实验的目的是使用当前的Superpave WMA和RAP设计技术评估各种WMA技术和不同水平的RAP对内华达州混合物的影响。该项目的这一部分评估了Lone Mountain,Rinker,North Tenaya和Sloan的骨料。 WMA技术对Advera,Evotherm 3G和Sonnewarmix进行了评估,而植物发泡混合物将在以后进行评估。决定对RAP的两个级别进行评估;一个级别是通过使用传统的混合图找到的,一个级别是通过称为研钵实验的新方法找到的。还决定将以低于最佳粘合剂含量(OBC)0.2%混合的样品与OBC样品进行比较。;砂浆实验确定了Lone Mountain和Rinker集料的RAP粘合剂替代水平远低于混合图。分别为17%和39%。成功设计和测试了混合料,并用15%的RAP粘结剂替代,效果良好;在不久的将来,将设计和测试含35%RAP粘合剂替代品的混合物。建议对砂浆法进行进一步研究,以探索实验过程中变量的最小化。低于OBC 0.2%粘合剂的样品的性能与OBC样品相当。建议按照Superpave WMA标准对所评估的混合物进行涂层和压实性的进一步分析。如预期的那样,与WMA的混合物在耐湿气破坏和反射龟裂方面表现良好,但在抗湿裂性方面表现不佳车辙测试。与RAP的混合物表现相反。良好的耐车辙性,但不如耐湿气损害和反射性裂纹好。

著录项

  • 作者

    Morgan, Kevin.;

  • 作者单位

    University of Nevada, Reno.;

  • 授予单位 University of Nevada, Reno.;
  • 学科 Engineering Civil.;Engineering General.
  • 学位 M.S.
  • 年度 2013
  • 页码 91 p.
  • 总页数 91
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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