Marshall Stability of Porous Asphalt with Oyster Shell Ash Filler Substitution and High Density Polyethylene

Hafnidar A Rani; Tamalkhani Syammaun; Aulina Adamy; Zulaiha Zulaiha

doi:10.29103/tj.v13i1.855

Marshall Stability of Porous Asphalt with Oyster Shell Ash Filler Substitution and High Density Polyethylene

Hafnidar A Rani, Tamalkhani Syammaun, Aulina Adamy, Zulaiha Zulaiha

Abstract

Abstrak

Aspal porus merupakan campuran beraspal yang memiliki rongga udara yang besar yang menyebabkan aspal porus memiliki nilai stabilitas yang rendah. Untuk meningkatkan nilai stabilitas diperlukan bahan tambah lain yang memiliki potensi seperti limbah Abu Cangkang Tiram (OSA) dan limbah High Density Polyethylene (HDPE). OSA mempunyai sifat kimia yang mengandung kapur dan silika yang berfungsi untuk keawetan dan mengunci antar agregat pada perkerasan jalan. Sedangkan HDPE memiliki kekuatan yang tinggi dan kaku serta perilaku untuk mengikat sehingga dapat memperkuat ikatan antara agregat dan OSA dan menambah perkuatan terhadap campuran aspal porus. Tujuan penelitian ini adalah untuk menentukan Kadar Aspal Optimum (OAC) pada campuran aspal porus, dan menganalisis variasi persentase terbaik OSA dan limbah HDPE sebagai substitusi aspal pen 60/70. Pengujian yang dilakukan adalah pemeriksaan terhadap parameter Marshall. Hasil penelitian menunjukkan bahwa variasi filler 50% OSA : 50% PC dengan 4%, 6% HDPE dapat meningkatkan nilai stabilitas Marshall pada campuran aspal porus serta memenuhi spesifikasi Australian Asphalt Pavement Association (AAPA).

Kata kunci: aspal porus, marshall, abu cangkang tiram, HDPE

Abstract

Porous Asphalt is the asphalt mix containing large air void resulting low stability of porous asphalt. The improvement of stability requires another potential additive material as Oyster Shell Ash (OSA) and High Density Polyethylene (HDPE) waste. OSA contains of chemical characteristics consisting of calcium and silica for durability and locking the aggregate and road pavement. While HDPE is rigid, high strength, and binder that it can strengthen the bond of aggregate and OSA as well as strengthen porous asphalt mix. The research aims to determine OAC to porous asphalt mix, and analyze the best percentage variation of OSA filler substitution and HDPE waste as asphalt pen 60/70 substitution. The test was carried out was Marshall Parameter investigation. The output explained that the variation of 50% OSA filler: 50% PC using 4%, 6% HDPE can improve the Marshall stability on porous asphalt mix and meet specification of Australian Asphalt Pavement Association (AAPA).

Keywords: Porous asphalt, marshall, oyster shell ash, HDPE

Keywords

Porous asphalt, marshall, oyster shell ash, HDPE

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DOI: http://dx.doi.org/10.29103/tj.v13i1.855