Characteristics of Marshall Mix AC-WC Using Ilan River Stone, Walenrang Barat District, Luwu Regency
DOI:
https://doi.org/10.52722/120mp924Keywords:
AC-WC, Aggregate, MarshallAbstract
The AC-WC layer as the top layer in the road pavement structure is directly exposed to temperature, water and vehicle wheel loads. This study aims to determine the characteristics of the Ilan Batu River in the AC-WC mixture. The test method for fine and coarse aggregate characteristics was used in this study, which is guided by the General Specification Revision 2 of Bina Marga standards. Furthermore, the composition of the mixture (AC-WC) was designed and the Marshall test was used to evaluate the characteristics of the mixture. To assess the mixture against water, the Marshall immersion method was used. This resulted in the Marshall residual stability value. The research data shows that the aggregate characteristics of the Ilan Batu River have met all the technical specification requirements as a material for road pavement layers. The AC-WC mixture used contains 35.81% coarse aggregate, 52.98% fine aggregate, 5.21% filler, and 6.00% asphalt content. Based on the results of experiments with a range of asphalt content variations of 5.50% to 7.50%, it was concluded that the optimum asphalt content (KAO) for this mixture was 6.00%. The results of the Marshall Immersion test on the mixture in KAO showed a residual stability value of 66.20%.
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