ANALISIS LOAD FACTOR PERJALANAN KRL COMMUTER LINE BERDASARKAN TITIK JENUH LINTAS ( STUDI KASUS LINTAS BOGOR – MANGGARAI )

ANALISIS LOAD FACTOR PERJALANAN KRL COMMUTER LINE BERDASARKAN TITIK JENUH LINTAS ( STUDI KASUS LINTAS BOGOR – MANGGARAI )

Authors

  • Aditya Wahyu Erlangga politeknik perkeretaapian indonesia madiun
  • Dedik Tri Istiantara politeknik perkeretaapian indonesia madiun
  • Ikhsan Nugroho politeknik perkeretaapian indonesia madiun

DOI:

https://doi.org/10.37367/jpi.v4i2.99

Keywords:

titik jenuh, peak hour, off peak hour, load factor

Abstract

Regions which have the highest population frequency in Indonesia, are Jabodetabek where traffic jams occured almost everyday. PT Kereta Commuter Indonesia has the main duty to provide KRL trips around Jakarta, Bogor, Depok, Tangerang, Bekasi, Cikarang, Maja, and Rangkasbitung. One of the most crowded is Bogor – Manggarai crossing because of the large number of workers from Bogor to Jakarta using KRL. KRL on that area are still lack because there are many passengers who could not catch the train on rush hour and it is very crowded inside the KRL.. From the statements it is needed to analyse the load factor of the Manggarai - Bogor crossing KRL trip to accommodate the passengers safely and comfortably. This analysis aimed to determine the load factor and saturation cross point of the Bogor - Manggarai KRL. The analysis carried out was expected to get the right results to predict when the saturation cross point of the Bogor - Manggarai crossing which could be seen in terms of passenger growth, and obtain the value of load factors based on those calculations. The results of the study stated that when the peak hour trip was now saturated -3.44 years the load factor 153%, the maximum trip based on the initial trip was saturated -1.15 years and the load factor 115%, the stamformation trip 12 showed a saturation rate at 0.58 years and a load a factor of 93%. When off peak hour crossing Bogor - Manggarai trip now showed a saturation rate of 2.71 years and a load factor at 72%, a maximum trip based on an initial trip, showing a 5.1 year rate and a load factor at 53%, a stamformasi 12 trip showing a saturation rate 6.76 years and a load factor at 43%.

Downloads

Download data is not yet available.

References

Pemerintah Republik Indonesia. (2007). Undang-Undang Republik Indonesia Nomor 23. 2007 Tentang Perkeretaapian. Jakarta : Presiden Republik Indonesia

Pemerintah Republik Indonesia. (2011) Peraturan Pemerintah Nomor 35. 2011. Tata Cara dan Standar Pembuatan Grafik Perjalanan Kereta Api. Jakarta: Presiden Republik Indonesia

Pemerintah Republik Indonesia Peraturan Pemerintah Nomor 72. 2009. Lalu Lintas dan Angkutan Kereta Api. Jakarta: Presiden Republik Indonesia

Direktorat Jenderal Perhubungan Darat SK.687/AJ.206/DRJD/2002. Pedoman Teknis Penyelenggaraan Angkutan Umum Di Wilayah Perkotaan Dalam Trayek Tetap Dan Teratur. Direktorat Perhubungan Darat.

PT. Kereta Api Indonesia. Peraturan Dinas 16B Tentang Dinas Kereta Rel Listrik. Bandung

Supriadi, Uned. 2008. Kapasitas Lintas dan Permasalahannya. Bandung

Supriadi, Uned. 2008. Pokok-Pokok Grafik Perjalanan Kereta Api. Bandung

Kamaluddin, Rustian. 2003. Ekonomi Transportasi. Jakarta : Ghalia Indonesia

Akademi Perkeretaapian Indonesia. (2014). Perencanaan Perjalanan kereta Api II. Madiun: Akademi Perkeretaapian Indonesia

Putri, La Reyza Kirana. 2018. Analisis Titik Jenuh Kapasitas Lintas Tanah Abang-Rangkasbitung Ditinjau Dari Pertumbuhan Jumlah Penumpang. Api Madiun : Madiun

Poerwadarminto, W.J.S. 1976. Kamus Umum bahasa Indonesia. Jakarta: Balai Pustaka.

Hoeve, I. B. V. 1990. Ensiklopedi Indonesia, seri geografi. Jakarta : Intermasa

Mustikarani Wini, Suherdiyanto. 2016. Analisis Faktor-Faktor Penyebab Kemacetan Lalu Lintas Di Sepanjang Jalan H Rais A Rahman (Sui Jawi) Kota Pontianak. Jurnal Edukasi.

Warpani, Swarjoko. (1990). “Merencanakan Sistem Perangkutan”. Bandung: Penerbit ITB.

Profillidis, V. A. 2000, Railway Engineering. Ashgate

Timboeleng A. James, Kaseke H. Oscar. 2015. Analisa Biaya Transportasi Angkutan Umum Dalam Kota Manado Akibat Kemacetan Lalu Lintas (Studi Kasus: Angkutan Umum Trayek Pusat Kota 45-Malalayang). Jurnal Sipil Statik.

Association of American Railroads (AAR). 2007. National Rail Freight Infrastructure Capacity and Investment Study. Massachusetts: Cambridge Systematics, Inc

Esveld, C., 2001. Modern Railway Track. MRT Press. The Netherlands

Wiarco Yuwono. 2014. Tinjauan Atas Faktor-Faktor Yang Memengaruhi Kapasitas Jalur Kereta Api. Jurnal Transportasi.

Tamin, Ofyar Z. (2000). Perencanaan dan Pemodelan Transportasi. Bandung: Penerbit ITB.

Anggraini, Devita. 2014. Analisis Faktor Muat Bus Trans Metro Pekanbaru Koridor Terminal Bandar Raya Payung Sekaki- Kulim. Pekanbaru

Published

2020-12-15

How to Cite

Erlangga, A. W., Istiantara, D. T., & Nugroho, I. (2020). ANALISIS LOAD FACTOR PERJALANAN KRL COMMUTER LINE BERDASARKAN TITIK JENUH LINTAS ( STUDI KASUS LINTAS BOGOR – MANGGARAI ): ANALISIS LOAD FACTOR PERJALANAN KRL COMMUTER LINE BERDASARKAN TITIK JENUH LINTAS ( STUDI KASUS LINTAS BOGOR – MANGGARAI ). Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal), 4(2), 80–86. https://doi.org/10.37367/jpi.v4i2.99

Similar Articles

1 2 3 4 > >> 

You may also start an advanced similarity search for this article.