PENURUNAN MASA PELAYANAN JALAN AKIBAT KENDARAAN DENGAN BEBAN BERLEBIH

  • I Dewa Made Alit Karyawan Jurusan Teknik Sipil, Universitas Mataram, Mataram, Nusa Tenggara Barat
  • Hasyim Jurusan Teknik Sipil, Universitas Mataram, Mataram, Nusa Tenggara Barat
  • Khairul Faqihi Jurusan Teknik Sipil, Universitas Mataram, Mataram, Nusa Tenggara Barat
DOI: https://doi.org/10.22225/pd.10.1.2292.56-69
Keywords: overload, service life, vehicle damage factor

Abstract

Road damage is caused by several factors, namely: unstable subgrade, climate, poor drainage system, materials, and work processes that do not meet the requirements. Besides that, vehicle traffic loads have a greater effect. Normal traffic load can maintain life as design. Problems arise when many vehicles pass with loads that exceed the required load limit. This will reduce the service life. Therefore, strict supervision of the maximum load at the weighbridge requires special attention. Especially if the road is an arterial road that is dominated by freight vehicles. The effect of decreasing pavement service life due to overloading can be done by comparing the service life with normal load and overload. The research was conducted on a national road section, namely Jalan Raya Ahmad Yani, located in Narmada, West Lombok Regency. The analysis was carried out on secondary data, namely the number of vehicles entering the weighbridge and daily traffic on average in 2018 and 2019. The results of the analysis are the number of equivalent axle loads and the Vehicle Damage Factor (VDF) on each type of vehicle with normal loads or more using the Bina Marga Method. Furthermore, the design life reduction analysis is carried out based on the cumulative results of Equivalent Standard Axle Load (ESAL) under normal load and overload conditions. The results of the analysis show that the equivalent value or VDF of normal load vehicles is 385120.1870 and VDF overload is 643207.3800 so that the percentage increase in VDF value is 67.01% and there is a decrease in age of 3.1 years, with the planned age of 10 years.

References

Abdillah, S. H., Paransa, M. J., Jansen, F., & Manoppo, M. R. E. (2013). Studi Pengaruh Pengambilan Angka Ekivalen Beban Kendaraan pada Perhitungan Tebal Perkerasan Fleksibel di Jalan Manado-Bitung. Jurnal Sipil Statik, 1(7), 505–514.

Anonim. (1987). Petunjuk Perencanaan Tebal Perkerasan Lentur Jalan dengan Metode Analisa Komponen. Jakarta: Direktorat Jenderal Bina Marga, Departemen Pekerjaan Umum.

Anonim. (1993). Guide for Design of Pavement Structures. Washington DC: AASHTO.

Anonim. (2004). A Guide to the Visual Assesment of Pavement Condition. Australia: NAASRA.

Anonim. (2005). Perencanaan Perkerasan Jalan. Jakarta: Direktorat Jenderal Bina Marga, Departemen Pekerjaan Umum.

Anonim. (2009). Undang-Undang Republik Indonesia No.22 Tentang Lalu Lintas dan Angkutan Jalan. Jakarta: Pemerintah Republik Indonesia.

Anonim. (2019a). Data Kendaraan Masuk Jembatan Timbang. Unit Pelaksana Penimbangan Kendaraan Bermotor Bertais.

Anonim. (2019b). Data LHR Jalan Ahmad Yani. Balai Pelaksanaan Jalan Nasional IX Mataram.

Apriyadi, F., & Fauziah, M. (2018). Pengaruh Beban Berlebih Kendaraan Berat Terhadap Umur Rencana Perkerasan Kaku Pada Jalan Diponegoro, Cilacap. Prosiding Seminar Nasional Teknik Sipil 2018. Surakarta: Fakultas Teknik Universitas Muhammadiyah.

Handayasari, I., & Cahyani, R. D. (2016). Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus Ruas Jalan Soekarno Hatta Palembang). KILAT, 5(1), 25–32.

Nurkholis, H. (2018). Analsis Beban Berlebih Kendaraan Pada Perkerasan Lentur Terhadap Penurunan Umur Rencana Perkerasan Jalan. Tugas Akhir. Universitas Islam Indonesia Yogyakarta.

Pardosi, R. (2010). Studi Pengaruh Beban Berlebih (Overload) terhadap Pengurangan Umur Rencana Perkerasan Jalan. Universitas Sumatera Utara.

Ramdhani, F. (2016). Analisis Dampak Beban Overload Kendaraan pada Struktur Flexible Pavement terhadap Umur Rencana Perkerasan pada Pembangunan Jalur Baru Jalan Soekarno-Hatta (Sta 12+000 s/d 13+000) Kota Dumai. The 19th International Symposium of FSTPT. Yogyakarta: Islamic University of Indonesia.

Safitra, P. A., Sendow, T. K., & Pandey, S. V. (2019). Analisa Pengaruh Beban Berlebih terhadap Umur Rencana Jalan (Studi Kasus: Ruas Jalan Manado - Bitung). Jurnal Sipil Statik, 7(3), 319–328.

Sentosa, L., & Roza, A. A. (2012). Analisis Dampak Beban Overloading Kendaraan pada Struktur Rigid Pavement Terhadap Umur Rencana Perkerasan (Studi Kasus Ruas Jalan Simp Lago-Sorek Km 77 S/D 78). Jurnal Teknik Sipil, Jurnal Teoretis Dan Terapan Bidang Rekayasa Sipil, 19(2), 161–168.

Sukirman, S. (2010). Perkerasan Lentur Jalan Raya. Bandung: Nova.

Yun. (2019). Jembatan Timbang Poto Tano Butuh Perbaikan. Redaksi Lombok Post.

Published
2021-05-11
Issue
Vol. 10 No. 1 (2021)
Section
Articles

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