DOI: https://doi.org/10.14710/teknik.v43i1.38285

Analysis of the Remaining Service Life of Flexible Pavement Based on Damage Prediction with MEPDG Method and Prediction of Pavement Condition Values

Analisis Sisa Masa Layan Perkerasan Lentur Berdasarkan Prediksi Kerusakan dengan Metode MEPDG dan Prediksi Nilai Kondisi Perkerasan

Muhammad Wardan B. Cahyono  -  Balai Pengembangan Jasa Konstruksi, Dinas PUPESM, Pemda DIY, Indonesia
*Latif Budi Suparma orcid  -  Departemen Teknik Sipil dan Lingkungan, Universitas Gadjah Mada, Indonesia
Agus Taufik Mulyono  -  Departemen Teknik Sipil dan Lingkungan, Universitas Gadjah Mada, Indonesia
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Abstract
The Remaining Service Life (RSL) of the pavement can be used to assist in determining the proper timing of maintenance work. This study aims to analyze the value of the remaining service life of flexible pavement based on the prediction of damage that occurs using the MEPDG method and based on the prediction of pavement performance conditions with the Pavement Condition Index (PCI) value. Three roads in D.I. Yogyakarta is used as the object of research, namely the Milir-Sentolo, Pakem-Prambanan, and North-West Arteries. Prediction of the remaining service life of the pavement is calculated based on the prediction of the amount of damage. The types of damage predicted were rutting, alligator cracking, and longitudinal cracking. The pavement response value is obtained from the results of the analysis using the Kenpave program with the modulus of elasticity of the material for each layer as input. The results of the analysis show that the Pakem-Prambanan road segment has the longest remaining service life, both based on the prediction of pavement damage (³ 14th year), and the predicted PCI value (7th year). This is because this section serves the least traffic compared to others
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Keywords: remaining service life, pavement distress prediction, PCI value prediction, MEPDG

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Section: Artikel
Language : EN
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  1. AASHTO. (2008). Mechanistic Empirical Pavement Design Guide: A Manual of Practice. Washington: American Associatiom of State Highway and Transportation Officials
  2. Al-Suleiman, T.I. and Shiyab, A.M.S. (2003). Prediction of Pavement Remaining Service Life Using Roughness Data - Case Study in Dubai. The International Journal of Pavement Engineering, 4(2), 121–129
  3. Cahyono, M.W.B. (2019). Perhitungan Sisa Masa Layan Perkerasan Lentur Dengan Menggunakan Data Falling Weight Deflectometer (FWD). Tesis S2. Departemen Teknik Sipil dan Lingkungan, Fakultas Teknik, Universitas Gadjah Mada
  4. Cahyono, M.W.B., Suparma, L.B., Mulyono, A.T. (2019). Prediksi Karakteristik Struktural Perkerasan Lentur dengan Menggunakan Data Falling Weight Deflectometer (FWD). Dalam Civil Engineering and Environmental Symposium 2019 (I.18-I.23). Semarang Indonesia: LPPM Universitas Negeri Semarang
  5. Elkins, G.E., Thompson, T,M., Groeger, J.L., Visintine, B. and Rada, G.R. (2013) Reformulated Pavement Remaining Service Life Framework. Report No. FHWA-HRT-13-038. Washington: Federal Highway Administration
  6. Gao, Y., Geng, D., Huang, X., Cao, R. and Li, G., (2018). Prediction of Remaining Service Life of Asphalt Pavement Using Dissipated Energy Method. Jurnal of Transport Engineering, Part B: Pavement, 144(2014), 1–8
  7. Gedafa, D.., Hossain, M., Miller, R. and Van, T. (2010). Estimation of remaining service life of flexible pavements from surface deflections. Jurnal of Transportation Engineering, 136(4), 342–352
  8. Huang, Y.H., 2004. Pavement Analysis and Design. 2nd ed. New Jersey: Pearson Prentice Hall
  9. Maggiore, C., Grenfell, J. and Collop, A. (2012). Evaluation of Fatigue Life Using Dissipated Energy Methods. 7th RILEM International Conference on Cracking in Pavements, 643–652
  10. Putri, C.K. (2014). Prediksi Nilai Kerusakan Perkerasan Lentur dengan Motode Mekanistik-Empirik (Studi Kasus: Rekonstruksi Jl. Arteri Selatan). Tesis S2. Departemen Teknik Sipil dan Lingkungan, Fakultas Teknik, Universitas Gadjah Mada
  11. Ratnasari, H., dan Suparma, L.B. (2021). Prediksi Present Serviceability Index Untuk Analisis Sisa Umur Layan Perkerasan Lentur. Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia), 7(2), 153−162
  12. Saman, E. (2011). Sensitivity Analysis in Flexible Pavement Performance Using Mechanistic Empirical Method (Case Study: Cirebon-Losari Road Segment, West Java). Journal of Civil Engineering Forum, XX(I), 1163–1174
  13. Shahin, M.Y. and Kohn, S.D., 1982. Pavement Maintenance Management For Roads and Parking Lots. New York: Technical Report M-294/ADAl10296 (USACERL, 1981)
  14. Shahin, M.Y. and Kohn, S.D. (1997). PAVER Asphalt Distress Manual. Tr 97/104. Illinois: US Army Corps of Engineers, Construction Engineering Research Laboratory
  15. Shahin, M.Y. and Walther, J.A. (1990). Pavement Maintenance Management for Roads and Streets Using the PAVER System. CERL-Technical Report (TR)-M-90/05. Illinois: US Army Corps of Engineers, Construction Engineering Research Laboratory
  16. Yang, J. (2011). Forecasting Pavement Remaining Service Life with Limited Causal Data. International Journal of Pavement Research and Technology, 4(5), 301–306

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