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All Journal Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan
Sihombing, Atmy Verani Rouly Sihombing
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Civil Engineering, Building, Construction & Architecture Transportation

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Kekesatan Permukaan Jalan Yang Menggunakan Campuran Ac-Wc Dengan Bahan Tambah Limbah Oleokimia Wardana, Edward; Sihombing, Atmy Verani Rouly Sihombing
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 2 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.2 : Oktober 2025
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i2.10399

Abstract

Road pavement design must meet roadworthiness requirements to ensure user safety and comfort. One factor is road surface roughness, because low roughness can cause slippery roads and increase the risk of accidents due to vehicle slippage. Road surface roughness testing using the British Pendulum Tester (BPT) is one of the parameters to determine the roughness value. Roadworthiness requirements also apply to asphalt modifications, such as the use of Glycelin Pitch (GP) type oleochemical waste as a substitute for 60/70 pen asphalt. Roadworthiness requirements in this modification are a series of advanced tests, where various tests conducted before paving have been carried out in previous studies and meet the 2018 Bina Marga Technical Specifications Revision 2. This study focuses on road surface roughness testing with the aim of proving that GP can be used as a substitute for penetration asphalt with a content of 27% (GP1) and 14.2% (GP2). The test results showed that the mixture with GP1 provided a higher British Pendulum Number (BPN) value of 80.70 compared to GP2 which was 72.20, while the BPN value for the AC-WC control mixture was 74.50. The average surface temperature in this test was 35.4°C for the GP2 sample and 37.5°C for the GP1 sample. Based on the recommended minimum friction resistance value reference for wet conditions, the GP1 and GP2 mixtures meet the safety requirements for various types of road locations, including locations with high friction such as roundabouts and sharp turns. Thus, the GP mixture shows good potential for application on roads that require high friction, supports traffic safety, and meets road function standards.
The Influence of Traffic Load on Runway Pavement Condition at Jenderal Ahmad Yani Airport Semarang Using Mechanistic Approach Noviansyah, Donny Anggara; Sihombing, Atmy Verani Rouly Sihombing
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 13 No 1 (2025): Jurnal Konstruksi dan Infrastruktur Vol 13 No.1 : April 2025
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v13i1.9994

Abstract

The increasing number of passengers and flights at Jenderal Ahmad Yani Airport Semarang is predicted to continue to increase after the Covid-19 pandemic. According to data, the increase that occurred after the pandemic increased by 57% in the period 2021-2023. This increase has the potential to affect the condition of the runway pavement. In 2018, maintenance activities on the runway that have been carried out with the Overlay and Leveling method are planned to maintain pavement conditions until 2038 or 20 years of service life. To anticipate these conditions, flight traffic forecasting is required based on existing conditions until the end of the planning service life. The forecasting results show that the number of passengers can reach 14,369,352 people, which exceeds the planning of only 5,700,000 passengers. With a significant increase in the number of passengers, the results of the evaluation of pavement conditions using the COMFAA and FAARFIELD mechanistic program approaches are represented in the CDF (Cumulative Damage Factor) value. Stating in 2038 the CDF value = 21.25 with a remaining life of 0.9 years. That way the increase that occurs causes significant damage, therefore the rehabilitation process recommended by the FAA is needed with a top layer thickness of 100mm, with implementation carried out in 2026 or when the remaining 5 years of pavement life. Keyword: CDF, Mechanistic, Forecasting, Pavement Life Remaining.
Co-Authors Noviansyah, Donny Anggara Wardana, Edward