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All Journal Madani: Multidisciplinary Scientific Journal
Andi Rahmadani Suryanto
Program Studi S1 Teknik Sipil, Fakultas Teknik, Universitas Negeri Surabaya
Religion Agriculture, Biological Sciences & Forestry Arts Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Medicine & Pharmacology Physics Public Health Social Sciences Other

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Analisa Kinerja Campuran Optimum Lapis Aus (Ac-Wc) untuk Perkerasan Runway Bandara Menggunakan Aspal Pg 76 Andi Rahmadani Suryanto; Irfan Zhain; Yogie Risdianto
Madani: Jurnal Ilmiah Multidisiplin Vol 4, No 8 (2026): September 2026
Publisher : Penerbit Yayasan Daarul Huda Kruengmane

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5281/zenodo.22683680

Abstract

Air transportation in Indonesia is experiencing rapid growth. According to Statistics Indonesia (BPS), there was an increase of 5.5 million domestic passengers and 1.84 million international passengers during the period from December 2024 to 2025. This surge in passenger volume and the rapid growth of air transport must be supported by robust airport infrastructure, particularly runway pavement that accommodates aircraft take-off and landing operations to guarantee safe and comfortable travel. This study aims to analyze the performance and Marshall parameter characteristics of an Asphalt Concrete – Wearing Course (AC–WC) mixture utilizing PG 76 polymer-modified asphalt binder for airport runway pavement. A laboratory experimental method was employed, with testing procedures conducted in accordance with the Decree of the Director General of Civil Aviation (KP DJPU) No. 74 of 2026. The results of the combined gradation trials indicate that Trial 3 achieved the optimum performance compared to the other trial formulations. The resulting Optimum Asphalt Content (OAC) for the AC–WC mixture was determined to be 5.70%. The material proportions utilized under the OAC condition comprised 328.2 grams of 10–15 mm aggregate fraction, 271.6 grams of 5–10 mm aggregate fraction, 520.5 grams of 0–5 mm aggregate fraction, 11.3 grams of mineral filler, and 68.4 grams of PG 76 asphalt binder.
Co-Authors Irfan Zhain Yogie Risdianto