首页> 外文会议>Proceedings of the Fifty-Third annual conference of the Canadian Technical Asphalt Association(CTAA) >Evaluating Warm Asphalt Technology as a Possible Tool for ResolvingLongitudinal Joint Problems
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Evaluating Warm Asphalt Technology as a Possible Tool for ResolvingLongitudinal Joint Problems

机译:评价暖沥青技术作为解决纵向接头问题的可能工具

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This paper summarizes preliminary findings from an integrated laboratory and field study that is currentlyrnunderway in the City of Hamilton to examine the impact of warm asphalt and how it can be used as arnpossible tool for examining longitudinal joint problems. It is a partnership between the City of Hamilton,rnthe Centre for Pavement and Transportation Technology located at the University of Waterloo, andrnMcAsphalt Industries. There are several reasons to consider reducing the temperature at which a hot mixrnis placed in the field. Lowering the mix temperatures could result in several construction and performancernbenefits including reduced aging of the asphalt binder, reduced fumes or odours, reduced tenderness of thernmix during compaction and reduced draindown with coarse mixes.rnA longitudinal joint is the interface that exists between two Hot Mix Asphalt (HMA) lanes that are pavedrnone after another. Premature failure of these longitudinal joints can vary from slight ravelling at the jointrnto complete erosion of the mix at the longitudinal joint leaving a large gap in the pavement.rnOverall, this paper shares some of the key findings from the initial laboratory and field evaluation. Thisrnincludes Dynamic Modulus and Resilient Modulus results observed from the laboratory prepared samples.rnIn addition, findings from the field evaluations, including longitudinal joint permeability testing andrnsurface distress surveys are presented.
机译:本文总结了汉密尔顿市目前正在进行的一项综合实验室和现场研究的初步发现,以研究暖沥青的影响以及如何将其用作检查纵向接头问题的可行工具。它是汉密尔顿市,位于滑铁卢大学的路面与运输技术中心与Mc沥青工业之间的合作伙伴关系。有几个原因可以考虑降低热混料机放置在现场的温度。降低混合温度可导致多种结构和性能-包括降低沥青粘合剂的老化,减少烟尘或气味,降低压实过程中混合的柔软性以及减少粗混合料的排水。-纵向缝是两个热混合沥青之间的界面。 (HMA)专用车道这些纵向接头的过早破坏可以从接头处的轻微撕裂到纵向接头处的混合料完全腐蚀而在人行道上留下很大的间隙。总的来说,本文分享了一些最初的实验室和现场评估得出的重要发现。这包括从实验室准备的样品中观察到的动态模量和弹性模量结果。此外,还提供了现场评估的结果,包括纵向接头渗透率测试和地表遇险调查。

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