Potensi Penggunaan Agregat RAP (Reclaimed Asphalt Pavement) Terhadap Campuran SMA (Stone Matrix Asphalt)

  • Edi Yusuf Adiman Universitas Riau
  • Benny Hamdi Rhoma Putra Universitas Riau
  • Muhammad Rilly Aka Yogi Universitas Riau
Keywords: Reclaimed Asphalt Pavement, RAP Aggregate, Stone Matrix Asphalt

Abstract

The advantage of using RAP (Reclaimed Asphalt Pavement) materials in road pavement has economic and environmental benefits. The RAP materials are used in the form of bitumen only, aggregates only, or both of them. This study proposes to determine the potential of RAP aggregate as a material for an SMA mixture. The variation of RAP aggregate in this study is based on function use, the nominal maximum aggregate size (NMAS), and minimum thickness of use from the results of the RAP aggregate test. The method in the manufacture and testing of specimens using the Marshall method. From the results of the testing and analysis of the RAP aggregate, the variations in RAP aggregate used in this study were 0%, 33%, and 47%. The results of the marshall test on the SMA mixture, the optimum bitumen content (OBC) of the RAP 0% was 6.23%, and the RAP 33% was 6.1%, while the RAP 47% OBC could not be determined because it did not fulfill standard requirements of the Marshall based on the value of VMA and VITM. From these results, the potential use of RAP aggregate for SMA mixtures is 33%. This value is the percentage of the RAP aggregate potential in the SMA mixture that fulfills the standard requirements of the Marshall and testing aggregate.

 

 

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References

AASHTO M 325-08. (2012). Standard Specification for Stone Matrix Asphalt (SMA). American Association of State Highway and Transportation Officials, Washington DC.
Direktorat Jenderal Bina Marga. (2020). Spesifikasi Umum Bina Marga 2018 Untuk Pekerjaan Konstruksi Jalan dan Jembatan (Revisi 2). Kementerian Pekerjaan Umum Dan Perumahan Rakyat, Jakarta.
Maha, I. (2020). Daur Ulang Aspal dengan Reclaimed Asphalt Pavement (RAP). http://dbmtr.jabarprov.go.id/daur-ulang-aspal-dengan-rap/, diakses pada 1 Agustus 2022.
Mustofa, H., & Sunarjono, I. S. (2016). Pengembangan Campuran Bergradasi Split Mastic Asphalt (SMA) Menggunakan Bahan Reclaimed Asphalt Pavement (RAP) Dan Limbah Arang Batubara (Skripsi, Universitas Muhammadiyah Surakarta).
National Asphalt Pavement Association. (1996). Hot Mix Asphalt Materials Mixture Design and Construction. NAPA Education Foundation, Maryland.
Nono. (2018). Campuran Beraspal Panas Daur Ulang Dengan Proporsi RAP Tinggi. Puslitbang Jalan dan Jembatan, Bandung.
Pusjatan. (2019). Modul 3 : Pembuatan Campuran Kerja. Balai Litbang Perkerasan Jalan, Kementerian Pekerjaan Umum dan Perumahan Rakyat, Bandung.
Radetyo, R. (2016). Kajian Implementasi Laboratorium Terhadap SNI 8129: 2015 Tentang Spesifikasi Stone Matrix Asphalt (SMA) Menggunakan Aspal Penetrasi 60/70 (Thesis, Universitas Gadjah Mada).
Rif'an, A. (2016). Pengembangan Campuran SMA (Split Mastic Asphalt) Menggunakan Bahan RAP (Reclaimed Asphalt Pavement) Dan Ijuk (Skripsi, Universitas Muhammadiyah Surakarta).
SNI 8129:2015. (2015). Spesifikasi Stone Matrix Asphalt (SMA). Badan Standardisasi Nasional, Jakarta.
TRB. (2011). A Manual for Design of Hot Mix Asphalt with Commentary. National Cooperative Highway Research Program. NCHRP Report 673, Transportation Research Board, Washington DC.
Widayanti, A., Soemitro, R. A. A., Putri, J. J. E., & Suprayitno, H. (2018). Tinjauan aspek ekonomi pemanfaatan reclaimed asphalt pavement dari jalan nasional di Provinsi Jawa Timur. Jurnal Manajemen Aset Infrastruktur & Fasilitas, 2.
Published
2023-03-25
How to Cite
Edi Yusuf Adiman, Benny Hamdi Rhoma Putra, & Muhammad Rilly Aka Yogi. (2023). Potensi Penggunaan Agregat RAP (Reclaimed Asphalt Pavement) Terhadap Campuran SMA (Stone Matrix Asphalt). Siklus : Jurnal Teknik Sipil, 9(1), 43-56. https://doi.org/10.31849/siklus.v9i1.11810
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Articles
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