PEMANFAATAN FILLER ACKS DAN SUBSTITUSI PLASTIK KE DALAM ASPAL PADA CAMPURAN AC-WC

Roni Agusmaniza

Abstract


The quality of the asphalt mixture is very dependent on the composition of aggregate, asphalt and filler being used. The usual filler used in asphalt mixture is stone and ash fly ash. however, this filler is difficult to obtain and expensive. The palm oil shell ash (POSA) is expected to become the alternative. In addition,
polimer modified asphalt can be used to improve the quality of asphalt mixtures. The polimer used was plastic wastes such as polyethylene terephthalate (PET), polystyrene (PS) and polypropylene (PP). this research aims to find out the use of POSA as filler and combination of plastic substitution into asphalt pen. 60/70 on AC-WC mixture. Manufacturing test object without and with the combination of plastic substitution amounted to 2.7%, 4.7%, 6.7% against the weight of asphalt on OAC ± 0.5% without and with filler POSA. The results showed that the use of plastic combination and filler POSA on AC-WC mixture can improve Marshall parameter value, especially the value of stability and MQ. The highest
stability and MQ value obtained in 6.7% plastic combination with filler POSA on 5.81% asphalt content were at 2318.99 kg and 889.57 kg/mm. VIM and VMA value tended to increase by increasing plastics percentage into the asphalt and the use of POSA, whereas the values of density, VFA, and flow tend to
decrease. The durability value of AC-WC mixture without and with plastic combination had met requirement, at ≥ 90%, while the use of ACKS as filler does not meet the requirements. 

Keywords: Asphalt Concrete-Wearing Course, POSA, Modified Asphalt, Plastic Waste Combination.


Full Text:

PDF

References


AASTHO, 1990, Standard Specification for Transportation Materials and Methods of Sampling and Testing, 15thed, AASHTO, Washington, DC.

Al-Hadidy, A.I dan Qiu, T.Y., 2009, Mechanistic Approach for Polypropylene-Modified Flexibel Pavements, Contruction and Building Materials, Vol. 30:1133 1140.

Aquina, H, 2014, Pengaruh Penggunaan Styrofoam Ke Dalam Aspal Pen. 60/70 Terhadap Karakteristik Campuran Aspal Porus, Tesis, Pasca Sarjana Unsyiah, Banda Aceh.

Bukhari, R. A. (2007). Rekayasa Bahan dan Tebal Perkerasan Jalan Raya. Bidang Studi Teknik Transportasi Fakultas Teknik Unsyiah, Banda Aceh.

Marga, B. (2014). Spesifikasi Umum Direktorat Jendral Bina Marga Edisi 2010 Divisi 6 Revisi 3

Fauziah, M dan Henri, F., 2013, Pemanfaatan Limbah cangkang Kelapa Sawit Sebagai Bahan Tambah Untuk Meningkatkan Kekuatan Dan Keawetan Campuran Asphal Concrete Binder Course (AC-BC), Prodi Teknik Sipil FTSP Universitas Islam Indonesia,Yogyakarta

Mujiarto, I, 2005, sifat dan karakteristik material plastic dan bahan aditif, Traksi Vol. 3 No. 2 Desember 2015.

Pei-Hung, Y. (2000). A Study of Potential Use of Asphalt Containing Synthetic Polymers For Asphalt Paving Mixes. USA: UMI. USA.

Saodang, H, 2005, Konstruksi Jalan Raya, Penerbit Nova, Bandung.




DOI: https://doi.org/10.35308/jts-utu.v6i1.1998

Refbacks

  • There are currently no refbacks.


Copyright (c) 2020 Jurnal Teknik Sipil dan Teknologi Konstruksi