ANALYSIS OF CHARACTERISTICS OF WEARING COATING ASPHALT CONCRETE MIXTURE (AC-WC) USING ALUMINIUM SLAG AS FILLER
DOI:
https://doi.org/10.26740/rekats.v13n02.p384-392Keywords:
AC – WC, Filler, Alumunium slag, Parameter Marshall, Spesifikasil Bina MargaAbstract
As a vital component of the transportation system, roads hold a crucial significance across numerous domains such as the economy, society, culture, the environment, politics, and national defense and security. They are also instrumental in the prosperity of communities and the nation. Indonesia features three types of pavement: rigid (concrete), flexible (asphalt), and composite. The essential materials for these pavements include coarse aggregate, fine aggregate, aluminum slag, and asphalt. To establish the Optimum Asphalt Content (OAC), Marshall tests were performed. The results from these tests indicated an optimal OAC of 5.1%. The testing involved a mixture of aggregates, aluminum slag as a filler, and pen 60/70 asphalt. Although some parameters, namely VMA and VFA, did not meet the specified standards, aluminum slag still proved to be the most effective filler at an asphalt content of 5.1% with a 2% inclusion rate.
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