Comparative Analysis Of Pekanbaru Brick Ash And Brick Ash Of Ujung Batu As A Substitute For Part Of The Filler On The Stability Value Of Marshall Laston Wear Layer (Ac-Wc) )
Keywords:
Asphalt; AC-WC; Brick Ash; Marshall characteristicsAbstract
In an effort to preserve the environment, many materials can be used as filler in asphalt mixtures, such as using brick waste as filler in asphalt mixtures. Brick waste was chosen as a filler for the asphalt mixture because the material is easy to find and tends to be cheap in terms of cost. Utilizing brick ash waste can be used as a filler option that can be used to determine the marshall characteristics of the planned mixture. By using variations in partial filler replacement of 0%, 20%, 40%, 60% and 80% for Pekanbaru and Ujung Batu brick ash waste. The research results show that the maximum results are different for each variation for each marshal characteristic reviewed. For the VMA value of variations in the use of Pekanbaru brick ash that still meet the requirements, the percentage of 20% is 15.26%. For stone end brick ash, all variations still meet the standard because the VMA value of all variations is above 15%. The VMA value for both types of brick ash in all variations meets the requirements with a value above 85%. The VIM value for Pekanbaru brick ash is only 0% which meets the requirements, while for stone tips all variations meet the requirements. The flow value for both types of ash only meets the requirements at a percentage of 20%, while the stability value meets the requirements for all variations in both types of brick ash.
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