Analisis Perbandingan Model Kerusakan Perkerasan Lentur Antara MDPJ 2024 Serta ASPHALT Institute Dan AASHTO MEPDG
DOI:
https://doi.org/10.31004/joecy.v6i1.7830Keywords:
Asphalt Institute, Fatigue Cracking, Flexible Pavement, MEPDG, RuttingAbstract
Flexible pavement plays a critical role in supporting economic growth and connectivity. However, overloading heavy vehicles accelerates structural damage such as fatigue cracking and rutting. This study aims to compare the damage prediction models of the 2024 Manual Desain Perkerasan Jalan (MDPJ), Asphalt Institute, and AASHTO MEPDG using KENPAVE simulation across four road classifications in Indonesia. A quantitative descriptive method was employed, analyzing design data from MDPJ 2024, with purposive sampling representing varied traffic loads. KENPAVE software provided horizontal and vertical strain outputs essential for damage calculations via transfer functions of the three models. Results indicated that MDPJ 2024 predicts higher Equivalent Single Axle Load (ESAL) values for fatigue cracking and rutting than international methods, showing optimistic durability estimations. However, differences in permanent deformation predictions, especially compared to AASHTO MEPDG, suggest the need for local calibration. The study concludes that while all models identify fatigue cracking as the dominant failure mode, calibration with field data is essential to validate predictions and optimize pavement design. Future research should focus on empirical validation and environmental factors to improve the national design standards. These findings support enhancing pavement life and cost-efficiency for Indonesia's infrastructure management
References
AASHTO. (2008). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. American Association of State Highway and Transportation Officials.
Aghniya, N. (2023). Evaluasi kondisi perkerasan dengan metode Pavement Condition Index (PCI) dan metode mekanistik-empirik pada Jalan Kapten Haryadi, Sleman [Undergraduate thesis, Universitas Islam Indonesia]. Repositori Universitas Islam Indonesia. https://dspace.uii.ac.id/handle/123456789/46709
Almeida, A., Moreira, J. J. M., Silva, J. P., & Viteri, C. G. V. (2021). Impact of traffic loads on flexible pavements considering Ecuador's traffic and pavement condition. International Journal of Pavement Engineering, 22(6), 700–707. https://doi.org/10.1080/10298436.2019.1640362
Banerjee, S., Manna, B., & Shahu, J. T. (2024). Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading. Geotextiles and Geomembranes, 52(4), 654–670. https://doi.org/10.1016/j.geotexmem.2024.03.007
Bennert, T., Maher, A., & Gucunski, N. (2014). Calibration of MEPDG fatigue models for asphalt pavements. International Journal of Pavement Engineering, 15(2), 165–175. https://doi.org/10.1080/10298436.2012.748390
Ceylan, H., Schwartz, C. W., & Kim, S. (2009). Development of MEPDG permanent deformation models for subgrade soils. Transportation Research Record, 2101(1), 61–70. https://doi.org/10.3141/2101-07
Hadiwardoyo, S. P., Sumabrata, R. J., & Berawi, M. A. (2012). Tolerance limit for trucks with excess load in transport regulation in Indonesia. MAKARA of Technology Series, 16(1). https://doi.org/10.7454/mst.v16i1.1336
Hafeez, I., Kamal, M. A., Mirza, M. W., Barkatullah, & Bilal, S. (2013). Laboratory fatigue performance evaluation of different field laid asphalt mixtures. Construction and Building Materials, 44, 792–797. https://doi.org/10.1016/j.conbuildmat.2013.03.083
Hussan, S., Kamal, M. A., Hafeez, I., Farooq, D., Ahmad, N., & Khanzada, S. (2019). Statistical evaluation of factors affecting the laboratory rutting susceptibility of asphalt mixtures. International Journal of Pavement Engineering, 20(4), 402–416. https://doi.org/10.1080/10298436.2017.1299527
Jihanny, J. (2021). The overload impact on design life of flexible pavement. International Journal of GEOMATE, 20(78). https://doi.org/10.21660/2021.78.j2020
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2024). Manual desain perkerasan jalan, No. 03/M/BM/2024. Direktorat Jenderal Bina Marga.
Li, R., Schwartz, C. W., & Gibson, N. (2016). Probabilistic implementation of the MEPDG for flexible pavements. Journal of Transportation Engineering, 142(3), 04015065. https://doi.org/10.1061/(ASCE)TE.1943-5436.0000827
Panjago, F. (2024). Evaluasi kerusakan jalan dan kinerja jalan menggunakan program Kenpave dengan permodelan elastik dan viskoelastik pada ruas jalan Klangon-Tempel Yogyakarta [Undergraduate thesis, Universitas Islam Indonesia]. Repositori Universitas Islam Indonesia. https://dspace.uii.ac.id/handle/123456789/52203
Rupiani, M., Subagio, B. S., & Hariyadi, E. S. (2023). Analisis perbandingan tebal lapis tambah perkerasan lentur menggunakan metode MEPDG 2015 dan metode Asphalt Institute 1982 studi kasus: Bts. Kota Cirebon – Losari (Bts. Prov. Jateng) [Tesis Magister, Institut Teknologi Bandung]. Digilib ITB. https://digilib.itb.ac.id/gdl/read/240782
Simanjuntak, I. (2014). Evaluasi tebal lapis perkerasan lentur Manual Desain Perkerasan Jalan No.22.2/KPTS/Db/2012 dengan menggunakan program KENPAVE.
Skrzypczak, I., Radwański, W., & Pytlowany, T. (2018). Durability vs technical—The usage properties of road pavements. E3S Web of Conferences, 45, 00082. https://doi.org/10.1051/e3sconf/20184500082
The Asphalt Institute. (1982). Thickness design—Asphalt pavements for highways and streets (MS-1, 9th ed.). The Asphalt Institute.
Venkat Charyulu, S., & Viswanadh, G. K. (2021). Flexible pavement design of district road. E3S Web of Conferences, 309, 01210. https://doi.org/10.1051/e3sconf/202130901210
Wayne, M., Boudreau, R. L., & Kwon, J. (2011). Characterization of mechanically stabilized layer by resilient modulus and permanent deformation testing. Transportation Research Record: Journal of the Transportation Research Board, 2204(1), 76–82. https://doi.org/10.3141/2204-10
Wicaksono, M. C., & Romadhon, A. (2025). Analisis kerusakan jalan menggunakan program KENPAVE (Studi kasus: JL Godong – Penawangan Kabupaten Grobogan, Provinsi Jawa Tengah) [Laporan Tugas Akhir, Universitas Semarang]. ESkripsi USM. https://eskripsi.usm.ac.id/file-C11A-70014.html
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