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Experience in Rehabilitation of Low-volume Roads Using Soft Asphalt and Otta Seal Technologies

机译:使用软沥青和Otta密封技术修复小批量道路的经验

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In Lithuania more than third (33.9%) of state roads are gravel roads. Maintenance of these roads needs large budget and operation of them results in social discomfort. The best method to improve driving conditions and avoid social discomfort for the inhabitants living close to gravel roads is to reduce dustiness using suppressants or even construct asphalt pavement. But, dust suppressants are not enough efficient due to wet and rainy climate in Lithuania. Also, the performance of conventional asphalt pavement used for low-volume roads was unsatisfactory, due to thin frost resistance layer or weak subgrade. And those additional works significantly increase road construction costs up to 25%.As alternative solution the use of soft asphalt and Otta Seal technologies were proposed. Therefore, in 2012 the trial sections were constructed in order to clarify the effectiveness and functionality of soft asphalt and Otta Seal technologies under current traffic and climate conditions. Measurements of roughness and condition of soft asphalt pavement and Otta Seal were carried out in spring, summer (only condition of soft asphalt pavement) and autumn every year. The average roughness of all the trial sections with soft asphalt pavement or most of the trial sections with double Otta Seal complies with the requirements (≤ 3.5 m/km) to the roads of regional significance. Besides, the roughness of the trial sections with soft asphalt is similar to that of the sections with asphalt base course-pavement. Trial road sections with soft asphalt pavement are in good condition after 30–32 months of operation, and longitudinal cracks were observed as the main defect, which tends to heal in summer period. The Otta Seal also represented the ability to self-heal under high pavement temperature. However, the condition of trial sections with Otta Seal were not as good as soft asphalt pavement. The formation of the most defects were identified as causes of inappropriate amount of binder, insufficient maintenance in summer period and unqualified procedure of applying Otta Seal. Based on the results of this research the conclusions and recommendations were made for further application of soft asphalt and Otta Seal in Lithuania.
机译:在立陶宛,超过三分之一(33.9%)的国道为碎石路。维护这些道路需要大量预算,并且运营会导致社会不适。改善驾驶条件并避免居住在碎石路附近的居民造成社会不适的最佳方法是使用抑制剂降低尘土含量,甚至建造沥青路面。但是,由于立陶宛潮湿多雨的气候,抑尘剂的效率不够。此外,由于抗冻层薄或路基薄弱,用于小体积道路的常规沥青路面的性能也不令人满意。这些额外的工程将道路建设成本显着提高了25%。作为替代解决方案,建议使用软沥青和Otta Seal技术。因此,在2012年修建了试验区,以阐明软沥青和Otta Seal技术在当前交通和气候条件下的有效性和功能性。每年春季,夏季(仅软质沥青路面的状况)和秋季分别进行软沥青路面和Otta Seal的粗糙度和状况的测量。所有具有软沥青路面的试验路段或大多数具有双重Otta Seal的试验路段的平均粗糙度均符合区域重要道路的要求(≤3.5 m / km)。此外,软沥青试验段的粗糙度与沥青基层铺装路段的粗糙度相似。运营30–32个月后,具有软沥青路面的试验路段状况良好,观察到纵向裂缝是主要缺陷,在夏季容易愈合。 Otta Seal还代表了在高路面温度下能够自愈的能力。但是,使用Otta Seal进行试验的路段的状况不如软沥青路面。形成最多缺陷的原因是粘合剂用量不合适,夏季维护不足以及使用Otta Seal的程序不合格。根据这项研究的结果,为软沥青和Otta Seal在立陶宛的进一步应用提出了结论和建议。

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