Analisis Umur Rencana Perkerasan Jalan Lentur : Studi Kasus Pelaksanaan Pekerasan Jalan Lentur Simokerto-Kenjeran Surabaya
Keywords:
Flexible pavement, service life, AASHTO, traffic loadAbstract
Flexible pavement is one of the most widely used pavement types in Indonesia due to its adaptability to subgrade conditions and ease of construction and maintenance. The design life or service life of flexible pavement is a critical parameter to ensure long-term performance, user safety, and cost efficiency. This study aims to analyze the planned service life of flexible pavement based on the implementation of pavement construction on the Simokerto–Kenjeran road section in Surabaya. A case study approach was employed using both quantitative and qualitative methods. Data collection involved literature review, field surveys, interviews, and direct observation. Laboratory testing was conducted to evaluate material quality, while secondary data were obtained from technical documents and project reports. The analysis applied several calculation methods, including AASHTO, PCA, SNI, and Road Note, supported by statistical tools and mathematical modeling using software such as Excel and SPSS. The results show that the estimated service life varied across methods: AASHTO (14–15 years), PCA (13–15 years), SNI (13–16 years), and Road Note (15–18 years). Although the outcomes were generally consistent, AASHTO and PCA methods were found to be more conservative. It is concluded that method selection must consider local traffic characteristics, material quality, and compliance with national standards. The study emphasizes the importance of regular maintenance and the application of modern pavement technologies to enhance durability and performance
Downloads
References
Cahyono, Muhammad Wardan B, Latif Budi Suparma, Agus Taufik Mulyono, Jl Grafika No, and Kampus Ugm. 2022. “Analisis Sisa Masa Layan Perkerasan Lentur Berdasarkan Prediksi Kerusakan Dengan Metode MEPDG Dan Prediksi Nilai Kondisi Perkerasan.” 43(1): 93–101. doi:10.14710/teknik.v43i1.38285.
Isradi, Muhammad, Joewono Prasetijo, and Nurani Hartatik. 2023. “PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND Proceedings on Engineering PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR.” (June). doi:10.24874/PES05.02.009.
Jihanny, Jongga. 2021. “THE OVERLOAD IMPACT ON DESIGN LIFE OF FLEXIBLE.” (February). doi:10.21660/2021.78.j2020.
Miftahulkhair, Muh, Muhammad Zainul Arifin, and Fauzul Rizal Sutikno. 2024. “REVEALING THE IMPACT OF LOSSES ON FLEXIBLE PAVEMENT DUE TO VEHICLE.” : 55–63. doi:10.15587/1729-4061.2024.299653.
Saleh, Alfian, Muthia Anggraini B, and Roki Hardianto. 2023. Analysis of the Impact of Overloading Goods Transportation on the Design Life of Flexible Pavemnet. Atlantis Press International BV. doi:10.2991/978-94-6463-092-3.
Sugeng, Bambang. 2021. “Prediction of Remaining Service Life of Flexible Pavement Based on Patterson Method in Manado-Bitung Highway of Indonesia.”
Cahyono, Muhammad Wardan B, Latif Budi Suparma, Agus Taufik Mulyono, Jl Grafika No, and Kampus Ugm. 2022. “Analisis Sisa Masa Layan Perkerasan Lentur Berdasarkan Prediksi Kerusakan Dengan Metode MEPDG Dan Prediksi Nilai Kondisi Perkerasan.” 43(1): 93–101. doi:10.14710/teknik.v43i1.38285.
Isradi, Muhammad, Joewono Prasetijo, and Nurani Hartatik. 2023. “PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND Proceedings on Engineering PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR.” (June). doi:10.24874/PES05.02.009.
Jihanny, Jongga. 2021. “THE OVERLOAD IMPACT ON DESIGN LIFE OF FLEXIBLE.” (February). doi:10.21660/2021.78.j2020.
Miftahulkhair, Muh, Muhammad Zainul Arifin, and Fauzul Rizal Sutikno. 2024. “REVEALING THE IMPACT OF LOSSES ON FLEXIBLE PAVEMENT DUE TO VEHICLE.” : 55–63. doi:10.15587/1729-4061.2024.299653.
Rahmawati, Anita, and Muharor Adiyasa. 2021. “ANALYSIS OF REMAINING SERVICE LIFE FOR FLEXIBLE PAVEMENT USING MECHANISTIC-EMPIRICAL METHODS.” 21(85): 145–53.
Saleh, Alfian, Muthia Anggraini B, and Roki Hardianto. 2023. Analysis of the Impact of Overloading Goods Transportation on the Design Life of Flexible Pavemnet. Atlantis Press International BV. doi:10.2991/978-94-6463-092-3.
Sugeng, Bambang. 2021. “Prediction of Remaining Service Life of Flexible Pavement Based on Patterson Method in Manado-Bitung Highway of Indonesia.”
Alfian Saleh dkk. (2022). Perkerasan jalan lentur (teori dan aplikasi), (Bandung : Media Sains Indonesia. Hal. 7 – 11.
Barkah Wahyu Widianto dkk. (2020). Perubahan Karakteristik Aspal Pen 60/70 Dengan Substitusi Getah Karet Alam Pangkalan Balai, Sumatera Selatan, Jurnal Teknik Sipil. Hal. 144 – 145.
Erlangga, (2022). Skripsi: Analisis Kekuatan Asphalt Conrete Wearing Course (AC-WC) dengan Bahan Fly Ash BatuBara sebagai Pengganti Abu Batu menggunakan Metode Marshall.
Hani Handayani. (2019. Komposisi Kimia Lateks Karet Alam, (https://www.academia.edu/28954869/KOMPOSISI_KIMIA_LATEKS_K ARET_ALAM), Diakses 25 September 2019.
I.B Wirahaji. (2017). Hubungan Kadar Aspal Dengan Umur Pelayanan Jalan Pada Perkerasan Lentur.
Downloads
Published
Issue
Section
License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:
1. Copyright on any article is retained by the author(s).
2. The author grants the journal, right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgment of the work’s authorship and initial publication in this journal.
3. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal’s published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
4. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.
5. The article and any associated published material is distributed under the Creative Commons Attribution-ShareAlike 4.0 International License
