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Field and Laboratory Evaluation of Environmental Effects on Chip Seal Performance: Freeze-Thaw and Asphalt Aging

机译:现场和实验室评估对芯片密封性能的环境影响:冻融和沥青老化

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摘要

Chip seals generally deteriorate as a result of asphalt oxidation, wear and polishing of aggregates, bleeding, and raveling (loss of aggregates). In this study, two major environmental effects on chip seal performance, freeze-thaw, and asphalt aging were investigated based on laboratory tests and field distress survey. For freeze-thaw evaluation, laboratory chip seal samples were prepared for 18 combinations (6 aggregates X 3 asphaltic materials). A simple freeze-thaw protocol was developed and evaluation of freeze-thaw effect on aggregate types reveals that both the precoated and uncoated expanded shale lightweight aggregates perform comparatively very well against freeze-thaw. Evaluation of freeze-thaw effect on asphaltic material types reveals that CRS-2P, an emulsion performs significantly better than hot asphalts, namely PAC-15 and AC20-5TR. For aging evaluation, asphaltic materials were extracted from 15 (5 aggregates X 3 asphaltic materials) field test sections and increase in stiffness due to aging were determined using a dynamic shear rheometer. For each of the five aggregates, CRS-2P shows the lowest G~*/ sinδ, indicating minimum field aging susceptibility among the three asphaltic materials while AC20-5TR shows slightly higher G~*/sinδ than PAC-15, indicating maximum field aging susceptibility. Overall field distress ratings of the CRS-2P sections (sum of distress ratings of all the CRS-2P sections) are better than those of PAC-15 and AC2O-5TR. The overall distress ratings of PAC-15 sections are better than overall distress ratings of AC20-5TR. In case of aggregate types, precoated expanded shale lightweight test sections performed the best, while expanded clay lightweight sections performed very poorly. Both freeze-thaw and asphalt aging tests closely reflect field performances and it can be concluded that the freeze-thaw and aging performances can be used as effective tools for predicting long term chip seal performances.
机译:碎屑密封通常由于沥青氧化,骨料的磨损和抛光,渗出和松散(骨料的损失)而恶化。在这项研究中,基于实验室测试和现场遇险调查,研究了对芯片密封性能,冻融和沥青老化的两个主要环境影响。为了进行冻融评估,准备了18种组合(6个骨料X 3个沥青材料)的实验室芯片密封样品。制定了一个简单的冻融方案,并评估了冻融对骨料类型的影响,发现预涂层和未涂覆的膨胀页岩轻质骨料对冻融性能都相当好。评估冻融对沥青材料类型的影响发现,乳液CRS-2P的性能明显优于热沥青PAC-15和AC20-5TR。为了进行老化评估,从15个(5个骨料X 3个沥青材料)现场测试部分中提取了沥青材料,并使用动态剪切流变仪确定了由于老化引起的刚度增加。对于这五个集料中的每一个,CRS-2P的G〜* /sinδ最低,表明三种沥青材料中的最低田间老化敏感性,而AC20-5TR的G〜* /sinδ略高于PAC-15,表明最大的田间老化易感性。 CRS-2P部分的整体现场遇险等级(所有CRS-2P部分的遇险等级总和)优于PAC-15和AC2O-5TR。 PAC-15型材的整体遇险等级优于AC20-5TR的整体遇险等级。在骨料类型的情况下,预涂膨胀的页岩轻质试验段性能最好,而膨胀的粘土轻质试验段性能很差。冻融和沥青老化测试都密切反映了现场性能,可以得出结论,冻融和老化性能可以用作预测长期切屑密封性能的有效工具。

著录项

  • 来源
    《Journal of testing and evaluation》 |2015年第4期|820-832|共13页
  • 作者单位

    Civil Engineering, Louisiana Tech Univ., 600 Dan Reneau Drive, Bogard Hall 245, Ruston, LA, 71272-0046;

    Civil Engineering, Louisiana Tech Univ., 600 Dan Reneau Drive, Bogard Hall M116J, Ruston, LA, 71272-0046;

    Civil Engineering, Louisiana Tech Univ., 600 Dan Reneau Drive, Bogard Hall M116J, Ruston, LA, 71272-0046;

    P. R. Parker Company, Inc., 2620 Centenary Boulevard, Shreveport, LA;

    Louisiana Department of Transportation and Development, 5080 Florida Boulevard, Room 101, Baton Rouge, LA 70806;

    Engineering Materials Characterization Research Facility, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Avenue, Baton Rouge, LA 70808;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    freeze-thaw; asphalt aging; emulsion; chip seal;

    机译:冻融沥青老化;乳液芯片密封;

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