首页> 美国政府科技报告 >Construction Report: U.S. Highway 36, Superpave Overlay of Sand Anti-FractureLayer over AC/PCC Pavement. (Research Investigation RI99-042, RI97-045)

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Construction Report: U.S. Highway 36, Superpave Overlay of Sand Anti-FractureLayer over AC/PCC Pavement. (Research Investigation RI99-042, RI97-045)

机译：施工报告：美国36号高速公路，aC / pCC路面上的抗皱裂层superpave覆盖层。（研究调查RI99-042，RI97-045）

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The sand anti-fracture (SAF) technology in implemented on U.S. 36 in DeKalbCounty, Missouri, during the summer of 2000. The SAF layer is a fine aggregate graded asphalt mixture using highly polymerized asphalt binder that gives the SAF layer the ability to withstand more strain compared to a conventional asphalt mix. The SAF layer was incorporated into MoDOT's rehabilitation strategy as a stress relieving membrane. The project includes two test sections that will be used to monitor the performance of the SAF layer. These test sections will be compared to each other to determine the SAF layers' effectiveness in reducing reflective cracking, decreasing future maintenance costs, and extending the life of an overlay. This interim report contains information regarding the construction of this project and initial SAF performance. Visual distress surveys and automated road analyzer (ARAM) data were conducted on the original pavement surface before construction to identify distressed pavement areas, and they also were conducted after construction to evaluate initial SAF performance. Visual distress surveys and ARAN data will be conduced annually until the performance of the SAF can be compared and evaluated to MoDOT's conventional methods, at which time a final report will summarize the findings.

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Blomberg, J.;
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年度 2000
页码 1-58
总页数 58
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Pavement overlays; Cracking(Fracturing); Sands; Damage assessment; Performanceevaluation; Costs; Pavements; Cracks; Layers; Maintenance; Construction; Visual inspection;

机译：路面覆盖层;裂缝（压裂）;砂岩;损伤评估;性能评估;成本;路面;裂缝;层;维护;施工;目视检查;

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Construction Report: U.S. Highway 36, Superpave Overlay of Sand Anti-FractureLayer over AC/PCC Pavement. (Research Investigation RI99-042, RI97-045)

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