Tinjauan Perencanaan Trase Jalan KA Lintas Makassar Pare-Pare

Studi Kasus : Km. 71+900 - Km.73+600

Authors

  • Adi Nugroho Sulistyo Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v1i2.3236

Keywords:

Train, Trans Sulawesi, , Road Trace

Abstract

The construction of the Trans Sulawesi railway line phase 3, which began in 2019 across two regencies, namely Maros and Pangkajene and Islands regencies with a track length of 67.1 km. The Trans-Sulawesi railway line which was built in phase 3 is divided into two segments, the first segment crosses Maros district between km 14+400 to km 44+100, while the second segment crosses Pangkajene and Islands districts between km 44+100 to km 73+600 . The railway line that crosses Pangkajene and Islands regencies along 29.5 km crosses various regional conditions such as residential areas, plantations, rice fields, rivers, roads, hills and valleys. Based on these conditions, the condition of the vertical alignment on this line has a steep condition because it passes through hills and valleys which allows the train speed on the line to be low and not in accordance with the operating speed. For this reason, this research review aims to find other alternative routes by redesigning the route so that the train speed can match the planned speed, because on time schedule is one indicator of train scheduling performance

References

Adi W, Bahtiar (2018). Evaluasi Geometrik dan Struktur Jalan Rel Kereta Api Bandara Soekarno Hatta. Universitas Mercu Buana, Jakarta

Anonimus. (2012). Persyaratan Teknis Jalur Kereta Api, Peraturan Menteri Perhubungan No. 60 Tahun 2012, Jakarta.

Biomantara, K., & Herdiansyah, H. (2019). Peran Kereta Api Indonesia (KAI) sebagai Infrastruktur Transportasi Wilayah Perkotaan. Jurnal Humaniora Bina Sarana Informatika Cakrawala, 19(1), 1–8.

C. Jotin Khisty & B. Kent Lall. (2003). Dasar-dasar Rekayasa Transportasi Jilid 1 edisi ketiga. Erlangga. Jakarta

Gunoto, P. (2013). Optimasi Kecepatan Kereta Api Menggunakan Metode Kontrol Model Prediksi. 5(1), 33–37

PJKA. (1986). Peraturan Dinas No. 10 Tentang Peraturan Perencanaan Konstruksi Jalan Rel. Bandung.Dari Prosiding Ilmiah

Pribadi, A. I. (2014). Sistem Penghitung Jarak dan Kecepatan Kereta Api Menggunakan Sensor Accelerometer MMA7361 Sebagai Sarana Informasi Bagi Penumpang. 1, 3.

PT. KAI. (2016). Profil PT. KAI. http://www.kereta-api.co.id/ diakses pada Selasa, 9 Maret 2021.

Rosyidi, S, A, P. (2015). Rekayasa Jalan Kereta Api, LP3M Universitas Muhammadiyah Yogyakarta, Yogyakarta.

Sekretariat Negara. (2017). Undang-Undang Nomor 23 Tahun 2007 Tentang Perkeretaapian. Lembaran Negara RI Tahun 2007, No.23. Jakarta : Republik Indonesia.

Utomo, S, H, T. (2009). Jalan Rel, Cetakan Kedua. Beta Offset, Yogyakarta.

Wahyuni, Indah Dwi (2020). Evaluasi Geometri Jalan Rel dan Pengaruh Pada Emplasemen (Studi Kasus: Jalur Baru di Stasiun Manggarai). Universitas Mercu Buana, Jakarta.

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Published

2023-05-30