Analisis Penanganan Kerusakan Jalan Menggunakan Metode Bina Marga dan Pavement Conditional Index (PCI) Pada Ruas Jalan Kabuh - Tapen

Authors

  • Dimas Ubaidillah Universitas Hasyim Asy’ari Tebuireng Jombang
  • Totok Yulianto Universitas Hasyim Asy’ari
  • Meriana Wahyu Nugroho Universitas Hasyim Asy’ari
  • Titin Sundari Universitas Hasyim Asy’ari
  • Rahma Ramadhani Universitas Hasyim Asy’ari

DOI:

https://doi.org/10.55606/jurritek.v2i2.1733

Keywords:

Rigid Pavement, Flexible Pavement, Pavement Condition Index (PCI), Bina Marga 2017

Abstract

The Kabuh – Tapen thruway is included within the category of Course III Collector road type which may be a interfacing street between Kabuh and Tapen streets. In this ponder, the point was to get the esteem of the harm list along the Kabuh - Tapen street. as a work reference and sort of street harm dealing with. Analysts will utilize the PCI and Bina Marga 1990 strategies as a reference. From the examination of the condition of the Kabuh – Tapen street segment on unbending asphalt at STA. 0+000 – 7+340 based on the Asphalt Condition Record (PCI) strategy, a esteem with an normal of 99% is gotten, demonstrating that the asphalt is in exceptionally great condition. On the adaptable asphalt at STA. 7+340 – 9+234, an normal esteem of 40% is gotten, showing that the street asphalt is in a awful condition. The comes about of the Bina Marga strategy on unbending asphalts gotten a priority order esteem of 7 so that the street is included within the schedule support program, whereas on flexible asphalts a need arrange esteem of 3 is gotten, hence it is included within the street enhancement program.

References

Hidayat, S. R., & Santosa, R. (2018). Kajian Tingkat Kerusakan Menggunakan Metode PCI Pada Ruas Jalan Ir. Sutami Kota Probolinggo. Ge-STRAM: Jurnal Perencanaan Dan Rekayasa Sipil, 1(2), 65–71. https://doi.org/10.25139/jprs.v1i2.1124

Kristina, C., Elvina, I., & . S. (2021). Identifikasi Jenis Dan Penanganan Kerusakan Jalan (Studi Kasus Jl. G. Obos Xii, Jl. Samudin Aman, Jl. Jati Kota Palangka Raya). Narotama Jurnal Teknik Sipil, 5(2), 28–36. https://doi.org/10.31090/njts.v5i2.1567

Oktaviani, K., Lukman, A. P., & Sari, M. (2003). PERANCANGAN PERKERASAN KAKU DAN PERLENGKAPAN JALAN SERDANG – BOJONEGARA – MERAK. 273, 1–17.

Prasetiawan, J., & Utamy, R. (2021). Analisa Tingkat Kerusakan Jalan Dengan Metode Bina Marga dan Alternatif Penanganannya. Jurnal Handasah, 9–13. https://e-journal.unizar.ac.id/index.php/handasah/article/view/359

Rahmanto, A. (2016). Evaluasi Kerusakan Jalan Dan Penanganan Dengan Metode Bina Marga Pada Ruas Jalan Banjarejo - Ngawen. Simetris, 10(1), 17–24.

Supiyono. (2023). PERENCANAAN TEBAL PERKERASAN KAKU ( RIGID PAVEMENT ) DAN RENCANA ANGGARAN BIAYA. 4, 298–302.

Taufikkurrahman, T. (2021). Analisa Kerusakan Jalan Berdasarkan Metode Bina Marga. SISTEM Jurnal Ilmu Ilmu Teknik, 17(1), 45–53. https://doi.org/10.37303/sistem.v17i1.206

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Published

2023-08-18

How to Cite

Dimas Ubaidillah, Totok Yulianto, Meriana Wahyu Nugroho, Titin Sundari, & Rahma Ramadhani. (2023). Analisis Penanganan Kerusakan Jalan Menggunakan Metode Bina Marga dan Pavement Conditional Index (PCI) Pada Ruas Jalan Kabuh - Tapen. JURAL RISET RUMPUN ILMU TEKNIK, 2(2), 52–62. https://doi.org/10.55606/jurritek.v2i2.1733

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