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All Journal Jurnal Talenta Sipil
Anwar Efendy
Program Studi Teknik Sipil, Universitas Muhammadiyah Mataram, Mataram-83115, Indonesia
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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Pengaruh Beban Lalu Lintas terhadap Sisa Umur Rencana Perkerasan Jalan Menggunakan Metode Bina Marga 2024 Pada Ruas Jalan Swadaya, Mataram Dela Dwi Santika; Anwar Efendy; Nurul Hidayati; Isfanari Isfanari
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1370

Abstract

The increase in traffic volume, particularly overloaded heavy vehicles, accelerates pavement deterioration before reaching its design life. This makes urban local roads vulnerable to premature damage due to axle loads exceeding design capacity. This study aims to analyze the effect of traffic loads on the remaining pavement service life on Jalan Swadaya, Mataram City, using the Bina Marga 2024 method. A quantitative approach was employed through analysis of Average Daily Traffic (ADT), Vehicle Damage Factor (VDF), and Cumulative Equivalent Single Axle Load (CESAL) under normal and actual conditions. Results showed cumulative CESAL under normal conditions was 94828 ESA, while under actual conditions it increased to 156175 ESA due to high traffic loads. This caused a significant decrease in Remaining Life (RL), where under normal conditions the pavement could achieve its 10-year design life, while under actual conditions service life was estimated at only 7.33 years, an accelerated reduction of 2.67 years compared to the design life. Under actual conditions, RL decreased to 7% in 2033 and -65% at the end of the analysis period, indicating the pavement had exceeded its design capacity and was no longer structurally feasible. Therefore, controlling overloaded vehicles and implementing heavy rehabilitation or reconstruction are necessary to maintain pavement performance.
Evaluasi Perkerasan Lentur Menggunakan Metode Bina Marga 2024 di Ruas Jalan Swadaya Kekalik, Mataram Dinda Ayu Lestari; Anwar Efendy; Adryan Fitrayuda; Titik Wahyuningsih
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1371

Abstract

Roads are essential transportation infrastructure that support mobility as well as economic and social activities. The increase in traffic volume, particularly heavy vehicles, can lead to a decline in pavement performance. This study aims to evaluate the condition of flexible pavement on Swadaya Street, Kekalik, Mataram City, using the 2024 Bina Marga Pavement Design Manual. The method used is a descriptive quantitative approach, utilizing Average Daily Traffic (ADT) data as primary data and secondary data obtained from the Public Works Office of Mataram City, including a California Bearing Ratio (CBR) value of 6% and existing pavement structure data from CV Meridian Pasific. The analysis results indicate that the Cumulative Equivalent Single Axle Load (CESAL) for normal load is CESAL4 of 99986 and CESAL5 of 78478, while for actual load it is CESAL4 of 175519 and CESAL5 of 191778. Based on these results, the required pavement thickness consists of a surface layer (AC-WC) of 5 cm, an aggregate base course (Class A) of 22 cm, and an aggregate subbase course (Class B) of 15 cm. The evaluation shows that the existing pavement structure does not meet the requirements of the 2024 Bina Marga standard, particularly in the base layer thickness and the absence of a subbase layer, which may reduce pavement performance. Therefore, adjustments to the pavement structure are necessary to accommodate the design traffic load and improve the service life of the road.
Co-Authors Adryan Fitrayuda Dela Dwi Santika Dinda Ayu Lestari Isfanari Isfanari Nurul Hidayati Titik Wahyuningsih