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Long-Lasting Gravel Roads: Case Study from the United States

机译:持久的碎石路:来自美国的案例研究

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Gravel surfacing is commonly used on low-volume roads in rural areas of the United States to form farm-to-market networks that contain more than a million miles of unpaved roads. Some of these roads carry appreciable amounts of trucks and farm machinery. Some of these roads, if properly designed and constructed, can last a long time. One such road is in Hand County, South Dakota. This road was constructed in 1963 and has never been rehabilitated or reconstructed since its construction, and it has shown excellent performance for more than 37 years. This road normally carries less than 200 vehicles per day, but significant numbers of heavy trucks use the road. This exceptional performance led to an investigation of the reasons why that road lasted as long as it did without major maintenance or rehabilitation. Although this type of road construction is common in other nations, under different names, the practice of constructing this type of road in the United States was done without documented specifications. The main objectives of the study were to determine all factors that contributed to the longevity and the remarkable performance of this road through field and laboratory investigations. Field investigations with a dynamic cone penetrometer (DCP) revealed that both the quality and the quantity of aggregate base were more than adequate. Although the subgrade soil was classified as A6 according to AASHTO soil specifications, it provided good support according to DCP data. Tests of the flatness and elongation of the coarse aggregate and the angularity of the fine aggregate also revealed satisfactory results. Gradation tests also revealed compliance with specifications.
机译:砾石浮面通常用于美国农村地区的低批量道路,形成含有超过一百万英里未铺砌道路的市场网络。其中一些道路携带可观的卡车和农业机械。一些道路,如果设计并建造,可以持续很长时间。一个这样的道路是手县,南达科他州。这条道路于1963年建造,自建筑以来从未被恢复过或重建,并表现出超过37年的出色表现。这条道路通常每天承担不到200辆车,但大量的重型卡车使用道路。这种特殊的表现导致对那种道路持续的原因的调查,只要没有重大维护或康复。虽然这种类型的道路建设在其他国家是常见的,但在不同的名称下,在没有记录的规范的情况下,在美国建造这种道路的实践。该研究的主要目标是确定通过现场和实验室调查促进寿命和这条道路显着性能的所有因素。使用动态锥形孔径计(DCP)的现场调查显示,总底座的质量和数量均不足。虽然根据AASHTO土壤规格,将路基土壤被归类为A6,但它根据DCP数据提供了良好的支持。粗骨料的平坦度和伸长率和细聚合的角度的试验也揭示了令人满意的结果。渐变测试还透露遵守规格。

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