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Performance evaluation of open-graded epoxy asphalt concrete with two nominal maximum aggregate sizes

机译:具有两个标称最大骨料尺寸的开放级环氧沥青混凝土的性能评估

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摘要

Open-graded friction course (OGFC) is applied to pavement surfaces to increase driving safety under wet conditions, and recently, to reduce tire/pavement noise. The durability of OGFC, however, has been a concern since conventional OGFC mixes last typically less than ten years before major maintenance or rehabilitation is needed. This work investigates a new open-graded asphalt mixture that uses epoxy asphalt as binder to improve mix durability. One type of epoxy asphalt that has been successfully applied to dense-graded asphalt concrete for bridge deck paving was selected. A procedure of compacting the mix into slab specimens was developed and a series of laboratory tests were conducted to evaluate the performance of the new mix, including Cantabro loss, permeability, friction, shear strength, and wheel rutting tests. Results show superior overall performance of the open-graded epoxy asphalt mix compared to conventional open-graded asphalt mix. There are also preliminary indications that the OGFC mix with 4.75-mm NMAS gradation can improve the resistance performance to raveling, while the OGFC mix with 9.5-mm NMAS gradation can improve the performance of surface friction at a high slip speed.
机译:开放式摩擦课程(OGFC)适用于路面表面,以提高潮湿条件下的驾驶安全性,最近降低轮胎/路面噪音。然而,OGFC的耐久性是一个关注的问题,因为常规OGFC混合在需要主要维护或康复之前持续超过十年。这项工作研究了一种新的开放式沥青混合物,使用环氧沥青作为粘合剂,以改善混合耐用性。选择了一种成功地应用于桥式甲板铺设的密集沥青混凝土的一种环氧沥青。开发了将混合物压制成板坯样品的程序,并进行了一系列实验室测试,以评估新混合物的性能,包括噬菌渣,渗透率,摩擦,剪切强度和轮式车轮试验。结果表明,与传统的开放式沥青混合相比,开放式环氧沥青混合物的卓越的整体性能。还有初步迹象表明,具有4.75毫米NMA灰度的OGFC混合可以提高争取的电阻性能,而具有9.5毫米NMA灰度的OGFC混合可以以高滑移速度提高表面摩擦的性能。

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