PERFORMANCE ANALYSIS OF PORUS ASPHALT MIXTURE USING ANTI-PELALING AGENTS WITH REAM SPECIFICATIONS

Authors

  • Arman Abu Postgraduate Student of Infrastructure and Environmental Engineering, Fajar University, Makassar
  • Natsar Desi Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar
  • Sri Gusty Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar

DOI:

https://doi.org/10.32832/astonjadro.v11i1.5651

Keywords:

anti striping agent, Derbo-401, cantabro loss, permeability, porous asphalt, REAM-2008.

Abstract

Flexible pavement is very weak against waterlogging because water can loosen the bond between aggregate and asphalt. Porous Asphalt has lower durability because it has high pores so that it can be passed by water. Poor bonding of asphalt and aggregate will cause stripping. This peeling can cause water absorption which will eventually accelerate road damage. Derbo 401 anti-peeling material is one of the new breakthroughs, in the form of additives that can change the properties of aggregates and asphalt, increase adhesion and bonding, and reduce the negative effects caused by water so as to produce a mixture of asphalt with high adhesion. The purpose of this study was to determine the effect of adding anti-stripping agent type Derbo-401 to the permeability value and to determine the resistance of the porous asphalt mixture with the addition of anti-striping agent type Derbo-401 in the Cantabro test and to determine the microstructure of the porous asphalt mixture. Using the REAM-2008 Specification. Based on the results of the study, the Permeability Coefficient Value of the porous asphalt mixture was 0.254 cm3/sec. the lowest percentage Derbo 0.4%, the lowest Cantabro Loss value at 0.3% addition percentage gets an average value of 6.13%, Has met the required specifications max 15%. The elements that make up the porous asphalt mixture with the addition of Derbo percentage are more in the elements Si (silicon) 19.93%, Ca (calcium) 21.12%, S (sulfur) 8.45%, Fe (ferrum) 8.80%, K (potassium) 2.42% and the other elements are less.

Author Biographies

Arman Abu, Postgraduate Student of Infrastructure and Environmental Engineering, Fajar University, Makassar

Postgraduate Student of Infrastructure and Environmental Engineering, Fajar University, Makassar

Natsar Desi, Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar

Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar

Sri Gusty, Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar

Magister of Infrastructure Engineering and Environmental, Fajar University, Makassar

References

Ali, Nur, 2011. Kajian Eksperimental Aspal Porus Menggunakan Liquid Asbuton Sebagai Bahan Substitusi Aspal Minyak pada Lapis Permukaan Jalan. (Indonesian).

Bowles, J.E. (1984). Physical and Geotechnical Properties of Soils, McGrawHill,Inc., USA.

Djimari., Djoko Sarwono. 2009. Perencanaan Gradasi Aspal Porus Menggunakan Material Lokal Dengan Metode Pemampatan Kering. (Indonesian).

Fajar Rizki Putranto, Syaiful Syaiful, 2019. PENGARUH PENAMBAHAN GENTENG PRESS JATIWANGI DAN DAMDEX TERHADAP KUAT TEKAN BETON. Jurnal Komposit 3 (1), 15-18. (Indonesian). http://ejournal.uika-bogor.ac.id/index.php/komposit/article/view/3742

Matris Derianza Hafidz,. Miftahul Fauziah. 2016. Pengaruh Penggunaan Bahan Anti Stripping Wetfix Be terhadap Karakteristik Campuran Aspal Porus. (Indonesian).

Maudiawan Mubarak, Rulhendri Rulhendri, Syaiful Syaiful, 2020. PERENCANAAN PENINGKATAN PERKERASAN JALAN BETON PADA RUAS JALAN BABAKAN TENGAH KABUPATEN BOGOR. ASTONJADRO: CEAESJ 9 (1), 1-13. (Indonesian). http://150.107.142.43/index.php/ASTONJADRO/article/view/2694

M. Wihardi Tjaronge,. Dedy Rachman Gani. 2013. Pengaruh pengunaan bahan tambah berbasis hydrocarbon terhadap karakteristik aspal porus. (Indonesian).

Spesifikasi REAM (2008). Road Engineering Association Of Malaysia.

SNI 8139. 2015. Spesifikasi bahan anti pengelupasan (anti stripping) pada campuran beraspal panas. (Indonesian).

SNI ASTM C 136. 2012. Metode uji untuk analisis saringan agregat halus dan agregat kasar. (Indonesian).

Syaiful Syaiful, Lian Lasmana, 2020. A STUDY ON LEVEL OF RAILWAY ROAD DAMAGE WITH SUSTAINABLE PCI METHOD. ARPN Journal of Engineering and Applied Sciences 15 (8), 962-968. http://www.arpnjournals.org/jeas/research_papers/rp_2020/jeas_0420_8184.pdf

Syaiful Syaiful, 2020. ANALYSIS ON THE ADDITION OF FIBER THE STRONG BENDING MIXED CONCRETE. ARPN Journal of Engineering and Applied Sciences 15 (6), 724-729. http://www.arpnjournals.org/jeas/research_papers/rp_2020/jeas_0320_8152.pdf

Syaiful Syaiful, 2021. ADDITIONAL BETONMIX TO INCREASE THE STRENGTH OF CONCRETE PRESS. ARPN Journal of Engineering and Applied Sciences 16 (15), 1583-1589. http://www.arpnjournals.org/jeas/research_papers/rp_2021/jeas_0821_8652.pdf

Theresia Mrisa., Prima Simatupang. 2015. Perbandingan kinerja anti striping agent Wetfix be dengan Derbo 401 pada AC-WC yang menggunakan aggregat dari patumbak. Bidang Studi Transportasi Fakultas Teknik Universitas Sumatra Utara. (Indonesian).

Triyanto Triyanto, Syaiful Syaiful, Rulhendri Rulhendri, 2020. EVALUASI TINGKAT KERUSAKAN JALAN PADA LAPIS PERMUKAAN RUAS JALAN TEGAR BERIMAN KABUPATEN BOGOR. ASTONJADRO: CEAESJ 8 (2), 70-79. http://ejournal.uika-bogor.ac.id/index.php/ASTONJADRO/article/viewFile/2628/1688

Verhoef., PNW. 1989. Geologi untuk Teknik Sipil. Jakarta: Penerbit Erlangga. (Indonesian).

Published

2021-12-16

How to Cite

Abu, A., Desi, N., & Gusty, S. (2021). PERFORMANCE ANALYSIS OF PORUS ASPHALT MIXTURE USING ANTI-PELALING AGENTS WITH REAM SPECIFICATIONS. ASTONJADRO, 11(1), 40–49. https://doi.org/10.32832/astonjadro.v11i1.5651

Issue

Section

Articles