ANALISIS UMUR SISA DAN TEBAL PERKERASAN JALAN TOL AKIBAT BEBAN BERLEBIH

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Published Apr 29, 2022
https://doi.org/10.32722/cmj.v4i1.4155
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ANALISIS UMUR SISA DAN TEBAL PERKERASAN JALAN TOL AKIBAT BEBAN BERLEBIH
Statistic
Vol. 4 No. 1 (2022): Construction and Material Journal Vol. 4 No. 1 Maret 2022

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Ahmad Ahlan Hidayah Ahmad Gumelar
Politeknik Negeri Jakarta
Nuzul Barkah Prihutomo
Politeknik Negeri Jakarta
Danang Eko Saputro
PT. Jasa Marga (Persero) Tbk

Abstract

Toll Road is an important instrument in people's lives because it can shorten travel time, cut travel costs, economic growth in the area. This makes the Toll Road the main choice for people to travel. The economic growth of an area causing the growth of industrial estates is in line with the growth of vehicles and the vulnerability of vehicles that are classified as excessive loads. Jakarta-Cikampek toll road passes through an industrial area that allows overload vehicles pass the section. Excessive load vehicles will damage the road and reduce the life of previously designed plans. This study aims to find out the impact caused by excessive load vehicles on the age of the road plan and evaluate the need for thick road pavement due to excessive load vehicles. Based on the calculation of the remaining age of the pavement obtained the results for vehicle overload by 3.21% with the remaining life of the pavement by 6 months. Meanwhile, for the remaining age in vehicle overload group 6B in 2032 by 3.48%. Then for the calculation of the thickness of the pavement needed obtained a result of 35 cm. Based on these results, it can be concluded that excessive vehicles have an impact on the pavement of the toll road.


Keywords: Excessive Load Vehicles, Pavement Thickness, The Lifespan of Pavement.

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References

  1. A. Wandi, S. M. Saleh and M.Isya, ANALISIS KERUSAKAN JALAN AKIBAT BEBAN BERLEBIH (STUDI KASUS JALAN BANDA ACEH-MEULABOH KM. 69 S/D KM. 150), vol. 5, pp. 317-328, 2016.
  2. F. Apriyadi, PENGARUH BEBAN BERLEBIH KENDARAAN BERAT TERHADAP UMUR RENCANA PERKERASAN KAKU PADA JALAN DIPONOGORO CILACAP, no. 29, 2018.
  3. W. Morisca, Evaluasi Beban Kendaraan Terhadap Derajat Kerusakan dan Umur Sisa Jalan (Studi Kasus: PPT. Simpang Nibung dan PPT. Merapi Sumatera Selatan), vol. 2, no. 4, pp. 692-699, 2014.
  4. E. Afrizal, ANALISA PENGARUH MUATAN BERLEBIH (OVERLOAD) TERHADAP UMUR, 2014.
  5. I. Handayasari, Pengaruh Beban Berlebih Terhadap Umur Rencana Perkerasan Jalan (Studi Kasus Ruas Jalan Soekarno Hatta Palembang), vol. 5, no. 1, pp. 1-77, 2016.
  6. I. U. Lutfah, Analisis Dampak Beban Berlebih Overloading Kendaraan Berat Angkutan Barang Terhadap Umur Rencana Dan Biaya Kerugian Jalan, no. 18, 2015.
  7. P. A. Safitra, T. K. Sendow and S. V. Pandey, Analisa Pengaruh Beban Berlebih Terhadap Umur Rencana Jalan (Studi Kasus: Ruas Jalan Manado - Bitung), vol. 7, no. 3, pp. 319-328, 2019.
  8. R. Ardiansyah and T. Sudibyo, Analisis Perencanaan Tebal Perkerasan Kaku Lajur Pengganti pada Proyek Pembangunan Jalan Tol Jakarta-Cikampek II Elevated, 2019.
  9. H. C. Hardiyatmo, Perancangan Perkerasan Jalan & Penyelidikan Tanah, Yogyakarta: Gadjah Mada University Press, 2011.
  10. AASHTO, Guide For Design of Pavement Structures, Washington, D.C.: American Association of State Highway and Transportation Officials, 1993.
  11. A. D. Vinna, Analisis Tebal Perkerasan Kaku Metode AASHTO 1993 dan Metode Bina Marga 2017 Serta Biaya Pelaksanaan (Studi Kasus Proyek Jalan Tol Cinere - Serppong Seksi 1), 2019.
  12. T. Ferdian, Analisis Struktur Perkerasan Lentur Menggunakan Program Everseries dan metode AASHTO 1993, vol. 15, no. 3, pp. 133-142, 2008.
  13. "Bina Marga," Manual Desain Perkerasan, 2017.
  14. Departemen Permukiman dan Prasarana Wilayah, Perencanaan perkerasan jalan beton semen , 2003.
  15. A. Rahmawati, M. Iqbal and E. Adly, EVALUASI TEBAL PERKERASAN LENTUR AKIBAT BEBAN BERLEBIH DENGAN METODE AUSTROADS MENGGUNAKAN PROGRAM CIRCLY 6.0, vol. 16, no. 2, pp. 127-138, 2020.