Performance of Non-Cementitious Repair Materials for Concrete Pavement Partial-Depth Repairs in Wisconsin

Prashant V. Ram, Kurt Smith, Ayesha Shah, J. Olek, Myungook Kang
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Abstract

The Wisconsin Department of Transportation (WisDOT) is continually looking for state-of the-art technologies, materials, and methodologies to cost-effectively preserve the condition of their pavements so as to extend the service life and delay the need for major rehabilitation or reconstruction. In a search for a more durable and sustainable concrete pavement repair strategy, WisDOT has used non-cementitious materials for partial-depth repairs (PDR) on concrete pavements but with varying levels of success. Where poor performance from these repairs has been observed, it has been attributed to either poor workmanship or inappropriate use of the repair material for the prevailing conditions. These factors suggest that the non-cementitious materials may have been used as a “band-aid” fix to allow for early opening to traffic rather than selected and implemented as the most suitable repair strategy to effectively address the specific distresses in the existing pavement. This paper presents a summary of an investigation into the use of non-cementitious repair materials for concrete pavement PDR applications. A field survey of five different non-cementitious repair materials used in PDR applications throughout Wisconsin was performed and the results documented. Additionally, the findings from a limited laboratory testing program conducted to assess the bond and dimensional stability properties of three non-cementitious materials at different testing temperatures are also presented. The paper concludes with guidance on the use of non-cementitious repair materials for concrete pavement PDR applications in Wisconsin.
威斯康星州混凝土路面部分深度修复中非胶凝修复材料的性能
威斯康辛州运输部(WisDOT)一直在寻找最先进的技术、材料和方法,以经济有效地保持其路面的状况,从而延长使用寿命,推迟对重大修复或重建的需要。为了寻找更持久和可持续的混凝土路面修复策略,WisDOT使用非胶凝材料对混凝土路面进行部分深度修复(PDR),但取得了不同程度的成功。如果观察到这些修理的性能不佳,则可以将其归因于拙劣的工艺或不适当地使用了适用于当时条件的修理材料。这些因素表明,非胶凝材料可能被用作“权宜之计”,以便尽早通车,而不是作为最合适的修复策略来选择和实施,以有效解决现有路面的具体问题。本文介绍了对混凝土路面PDR应用中使用非胶凝修复材料的调查总结。对威斯康星州PDR应用中使用的五种不同的非胶凝修复材料进行了现场调查,并记录了结果。此外,还介绍了有限的实验室测试程序的结果,以评估三种非胶凝材料在不同测试温度下的粘结和尺寸稳定性。本文最后对威斯康星州混凝土路面PDR应用的非胶凝修复材料的使用进行了指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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