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Submitted
28 March 2019
Accepted
31 May 2019
Published
31 May 2019
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Abstract

The highway is one of the land transportation infrastructure that serves to connect one area to another for public activities such as economics and social activities. Safe, comfortable, and efficient roads are not avoided by the availability of a flat road and no significant road damage.This research to calculate the life cycle cost analysis of the road with the calculation of pavement thickness that has been done by Ramadhani (2017). The method used in this research is by study case method, by collecting data about Janti-Prambanan Road section KM 7 + 750-8 + 750 and analyzing life cycle cost by estimating road maintenance that will be done during the life of the plan.Based on the analysis that has been done, the cost of construction or initial cost that must be issued based on the thickness of pavement set by Ramadhani (2017) with the total thickness of paved layer 50 cm is Rp. 14,089,007,000. The cost of maintenance at Alternative1 is Rp. 2.565.778.485,91 and at Alternative2 is Rp. 2,555,861,411.86. The total cost of the road life cycle in Alternative 1 is Rp. 16.654.785.485,91 while at Alternative 2 of Rp. 16,644,868,411.86. Analysis of the lifecycle cost of the two alternatives found EUAC for Alternative 1 is Rp. 65,649.89, while for Alternative 2 is Rp. 65,610.80. So that can be said by advancing the rehabilitation at least save on maintenance costs.

Keywords

LCCA maintenance strategy maintenance dan rehabilitation life cycle cost budget planning

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How to Cite
Rayendra, R. (2019). ANALISIS ALTERNATIF PEMILIHAN BIAYA SIKLUS HIDUP PADA MASA PEMELIHARAAN RUAS JALAN JANTI – PRAMBANAN KM 7+759-8+750. Teknisia, 24(1), 25–36. https://doi.org/10.20885/teknisia.vol24.iss1.art3
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References

  1. Dirjen PU. 2013. Manual Desain Perkerasan Jalan Nomor 02/M/BM/2013.Direktorat Jendral Bina Marga. Kementrian Pekerjaan Umum.
  2. Federal Highway Administration. 1998. Life Cycle Cost Analysis in Pavement Desain (In Search of Better Investment Decisions). Federal Highway Administration: Pavement Division Interim Technical Bulletin, Publication No. FHWA-SA-98-079.
  3. Giyatno. 2016. Analisis Kerusakan Jalan dengan Metode PCI Kajian Ekonomis dan Strategi Penanganannya (Studi Kasus Ruas Jalan Ponorogo – Pacitan KM 231+000 Sampai Dengan Km 246+000, KM 0+000 di Surabaya). Tesis. (Tidak Diterbitkan). Universitas Muhamadiyah Surakarta.
  4. Ibrahim, Bachtiar. 1993. Rencana dan Estimate Real of Cost. Bumi Aksara. Jakarta.
  5. Mentri Pekerjaan Umum. 2011. Peraturan Mentri PU No. 13 tahun 2011.Direktorat Jendral Bina Marga. Kementrian Pekerjaan Umum.
  6. Peraturan Menteri Pekerjaan Umum Dan Perumahan Rakyat Nomor: 28/Prt/M/2016 Tentang Analisis Harga Satuan Pekerjaan Bidang Pekerjaan Umum.
  7. Ramadhani, Riska Intan. 2017. Evaluasi Tebal Perkerasan Lentur dengan Metode Bina Marga 2013 dan Metode Mekanik-Empirik Menggunakan Program KENPAVE Pada Ruas Jalan Jogja-Solo. Tugas Akhir. Universitas Islam Indonesia. Yogyakarta.
  8. Shahin, M. 1994. Pavement Management for Airport, Roads, and Parking Lots. New York: Springer Science and Business Media, LLC.
  9. Sukirman, S. 1999. Perkerasan Lentur Jalan Raya. Nova. Bandung.