Analisa Kerusakan Perkerasan Jalan Aspal

Amri Amri, Winayati Winayati, Lusi Dwi Putri

Abstract


The road Kari Taluk Kuantan Terminal is a cross-road with flexible pavement that has suffered severe damage. The research objective was to find the remaining life of the pavement plan and the degree of damage to the asphalt pavement, using the Bina Marga method. During the service period, the pavement will experience repeated loading which causes damage, especially on the road section of the Terminal Kari Teluk Kuantan, Kuantan Singingi Regency STA 2 + 700 to 4 + 175. The results of the analysis that have been done, that: The remaining life of the pavement for the next 10 years = 12%, with a Truck Factor 0.465 <1, which means that the road is not fit to pass, The degree of damage for light front wheel vehicles is 0.0001, bus 0.0246, Truck 2 as 0.0178. The degree of damage for light vehicle rear wheels is 0.0001, buses 0.1245, Truck 2 as 0.0900, meaning that the average degree of damage for light vehicles and heavy vehicles, is less than one axis, in this case the damage is classified as collapse due to damage, with vehicle load normal which does not really affect the degree of damage to the road.


Keywords


degree of damage, overloading , remaining pavement life

Full Text:

PDF

References


Hardiyatmo (2007) Pemeliharaan Jalan Raya. Yogyakarta: Gadjah Mada University Press.

Nofrianto and Hendri (2013) Perencanaan Perkerasan Jalan Raya.

Rahmad, M., Meliyana, M. and Rahmawati, C. (2019) ‘Evaluasi Kinerja Jalan Berdasarkan Variasi Waktu’, Jurnal Teknik Sipil Unaya, 5(1), pp. 26–33.

Saodang and Hamirhan (2005) Konstruksi Jalan Raya. Bandung: Nova.

Shirley L.Hendarsin (2000) Perencanaan Teknik Jalan Raya. Bandung: Politeknik Negeri Bandung.

Sukirman, S. (2010) Perencanaan Tebal Struktur Perkerasan Lentur. Bandung: Nova. Bandung.




DOI: https://doi.org/10.30601/jtsu.v7i2.1675

Refbacks

  • There are currently no refbacks.


Copyright (c) 2021 Lusi Dwi Putri

Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Jurnal Teknik Sipil Unaya


Creative Commons License

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

© Jurnal Teknik Sipil Unaya : Published by Center for Research and Community Service (LPPM) University of Abulyatama, Aceh, Indonesia. 2019