FIELD IMPLEMENTATION OF WARM MIX ASPHALT USING DIFFERENT BINDERS

Y. C. Chong, T. T. Nyunt, L. B. Hwee, G. Vincent
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Abstract

The objective of this paper is to present the results and observations obtained from the laboratory tests and field implementations of warm mix asphalt (WMA) formulated using different binders. Laboratory tests were performed using the WMA mixes and the conventional hot mix asphalt (HMA) as a reference prior to implementation at the sites. The WMA mixes were laid at 2 different locations (i.e. along a major road and in a road tunnel) in Singapore. The performance of the WMA mixes was assessed by conducting temperature measurements during laying operations and monitored through visual inspections and by measuring riding quality of the road in terms of International Roughness Index. From the laboratory results, it was observed that the WMA mixes provided similar results as compared with the conventional HMA. From the field implementations, it was noted that the WMA mixes produced similar workability as compared to HMA. In addition, it was observed that WMA can be compacted at the lower temperature of approximately 110 ˚C.
使用不同粘结剂的温拌沥青的现场实施
本文的目的是介绍使用不同粘合剂配制的温拌沥青(WMA)的实验室测试和现场实施的结果和观察结果。在现场实施之前,使用WMA混合料和传统热混合沥青(HMA)作为参考进行了实验室测试。WMA混合料在新加坡的两个不同地点(即沿着一条主要道路和一条道路隧道)铺设。WMA混合料的性能是通过在铺设作业期间进行温度测量来评估的,并通过目视检查和根据国际粗糙度指数测量道路的行驶质量来监测。从实验室结果来看,与传统的HMA相比,WMA混合物提供了相似的结果。从现场实施来看,与HMA相比,WMA混合物产生了相似的可操作性。另外,在较低的温度下(约110℃),WMA可以被压实。
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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