Proceedings of the 1st International Conference on Engineering, Science, and Commerce, ICESC 2019, 18-19 October 2019, Labuan Bajo, Nusa Tenggara Timur, Indonesia

Research Article

Development of The Use of Reclaimed Asphalt Pavement and Plastic Waste in Hot Mix Asphalt for Road Maintenance

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  • @INPROCEEDINGS{10.4108/eai.18-10-2019.2289944,
        author={Ferdinan Nikson Liem and Obed Oktafianus Nego Nenobais and Melchior Bria and Abia Erasmus Mata},
        title={Development of The Use of Reclaimed Asphalt Pavement and Plastic Waste in Hot Mix Asphalt for Road Maintenance},
        proceedings={Proceedings of the 1st International Conference on Engineering, Science, and Commerce, ICESC 2019, 18-19 October 2019, Labuan Bajo, Nusa Tenggara Timur, Indonesia},
        publisher={EAI},
        proceedings_a={ICESC},
        year={2019},
        month={12},
        keywords={maintenance reclaimed asphalt pavement plastics},
        doi={10.4108/eai.18-10-2019.2289944}
    }
    
  • Ferdinan Nikson Liem
    Obed Oktafianus Nego Nenobais
    Melchior Bria
    Abia Erasmus Mata
    Year: 2019
    Development of The Use of Reclaimed Asphalt Pavement and Plastic Waste in Hot Mix Asphalt for Road Maintenance
    ICESC
    EAI
    DOI: 10.4108/eai.18-10-2019.2289944
Ferdinan Nikson Liem1,*, Obed Oktafianus Nego Nenobais1, Melchior Bria1, Abia Erasmus Mata1
  • 1: Kupang State Polytechnic, Indonesia
*Contact email: ferdynikson@gmail.com

Abstract

The technology of asphalt pavement recycling in road maintenance works has developed quite rapidly. Meanwhile, the use of plastic in hot asphalt mixtures has also developed. For this reason, the mix of RAP with LDPE plastics was carried out. The study was designed using a factorial experiment with a Completely Randomized Design (CRD) consisting of two factors and three levels. The first factor is the concentration of plastic levels of 3 levels, namely: a1 = 10%; a2 = 15% and a3 = 25%. The second factor (B) is RAP with 3 levels of treatment, namely: b1 = 0% new asphalt (pure RAP); b2 = RAP + 2% new asphalt; b3 = RAP + 4% new asphalt. The results showed that the stability value increased sharply but on the one hand also increased the cavity in the mixture exceeds the required limits so further research is needed to find the right mixture composition