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All Journal Madani: Multidisciplinary Scientific Journal
Raffael Arshelangga Pria Firmansyah
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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Evaluasi Kinerja Campuran Asphalt Concrete – Binder Course (Ac-Bc) Menggunakan Aspal Modifikasi Pg 70 Dengan Metode Perkerasan Mutlak Berdasarkan Stabilitas Marshall Dan Stabilitas Sisa Pada Perkerasan Taxiway Bandara Raffael Arshelangga Pria Firmansyah; 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.22652439

Abstract

Flexible pavement in the airside area of airports, particularly taxiways, is subjected to high and repetitive loads from aircraft wheels, thereby requiring a pavement layer with high load-bearing capacity. This study aims to evaluate the performance and mechanical characteristics of Asphalt Concrete – Binder Course (AC-BC) mixture using PG 70 modified asphalt based on the KP DJPU 74 Year 2026 guideline standard. The research method used is laboratory experimental testing using Marshall testing under three specimen conditioning states: normal stability (75 blows per side compaction), retained stability (water immersion at 60°C for 24 hours), and refusal density (400 blows per side compaction). The parameters analyzed include stability, flow, density, Marshall Quotient (MQ), Void in Mix (VIM), Void in Mineral Aggregate (VMA), and Void Filled with Asphalt (VFB). The results show that the AC-BC PG 70 mixture meets all specifications. Under normal stability, the VMA value reaches 15.35%. Under retained stability, a Retained Strength Index (IKS) of 90.80%, VIM of 3.79%, and MQ of 461.9 kg/mm were obtained, proving very high water resistance and durability. Meanwhile, at refusal density, stability jumped to 2,355.5 kg and MQ to 743.0 kg/mm, indicating strong structural resistance to plastic deformation (rutting).
Co-Authors Irfan Zhain Yogie Risdianto