Rail Infrastructure in Port City – Surabaya, Indonesia

Ravitharan, Ravi; LaBrooy, Andrew; Widyastuti, Hera; Chiu, Wing Kong

doi:10.1016/j.proeng.2017.04.512

Cited by 3 publications

(2 citation statements)

References 6 publications

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“…Jalur ini termasuk dalam wilayah Daerah Operasi VIII Surabaya. Surabaya adalah pusat ekonomi Jawa Timur dimana efektifitas insfrastruktur transportasi sangat penting untuk menjaga pertumbuhan ekonomi [2].…”

Section: Pendahuluanunclassified

Pengaruh Parameter Track Quality Indeks (Tqi) Terhadap Perilaku Bantalan Beton

Fistcar

Widyastuti

Iranata

et al. 2020

JITS

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Section: Pendahuluanunclassified

Pengaruh Parameter Track Quality Indeks (Tqi) Terhadap Perilaku Bantalan Beton

Fistcar

Widyastuti

Iranata

et al. 2020

JITS

Self Cite

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“…Although it has been performed in a semi-automatic method, the level crossing performance is still very influential on traffic on the road. According to [7], the risk assessment of level crossing is considered as a challenging task, and accidents at European level crossing account for about more than 30% of the entire railway collisions and led to more than 300 deaths every year. In Lithuania, there were 83 accidents at railway level crossings, or 14.4% from a total of 576 traffic accidents occurred in the infrastructure of JSC "Lithuanian Railways" from 2010 to 2016.…”

Section: Introductionmentioning

confidence: 99%

Performance Analysis of Road Segment and Level Crossing (JPL) 340 KM 158+795 as Access to Adisutjipto International Airport of Yogyakarta

Setiawan¹,

Mahmudah²,

Sully³

2020

Proceedings of the 2nd International Symposium on Transportation Studies in Developing Countries (ISTSDC 2019)

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Roads and rail tracks are land transportation infrastructures that play an essential role in supporting human activities both as passenger and goods transport. One of the problems of land transportation in Indonesia is a large number of level crossings between road and rail track. These level crossings are generally operated semi-automatically, and their operation significantly affects vehicle traffic on the road. This study not only aims to identify traffic parameters on the road and the completeness of the level crossing safety infrastructure but also to analyze the performance of the access road to the Adisutjipto International Airport of Yogyakarta, which intersects with the level crossing of the 340 KM 158+795 JPL. The results of the study showed that the traffic flow from the South to the North section was 1484.5 pcu/day, while from the South to the North section was 808.5 pcu/day. Moreover, the average traffic delay was 100.3 seconds with the longest vehicle queue length from the North to the South section was 118 m, while from the South to the North section was 48 m. Lastly, it was concluded that an increase in traffic density of 1 pcu/km would cause a decrease in vehicle speed by 0.1999 km/hour.

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Railway capacity analysis using Indonesian method and UIC code 405 method

Widyastuti

Budhi

2020

IOP Conf. Ser.: Mater. Sci. Eng.

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The government has been constructing double track at Surabaya-Madiun segment to improve railway operations performance. Accordingly, after the double track has been constructed in this segment, it is necessary to analyze existing railway capacity to determine the effect of development as a cost-effective solution. Nowadays, Indonesia is using the Indonesian method as a capacity analysis method and only provides railway capacity analysis using fixed block. On the other hand, another method such as the UIC method has different variables. Therefore in this study, the railway capacity analysis uses two analytic methods that are Indonesian and UIC code 405. The analysis result of both methods shows an improvement in railway capacity because of the double-track construction. These two methods have different results due to each variable. Moreover, one of the UIC variables is additional time due to maintenance differentiated based on its utilization. Utilization in the UIC method is differenced based on its operational conditions by peak and non-peak hours or normal conditions that may also affect the capacity. It also happens in MRT Jakarta operating systems in which the headway is divided into peak and non-peak hours. Accordingly, this study could be a preliminary study for policymakers to analyze capacity in the next near future condition.

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Rail Infrastructure in Port City – Surabaya, Indonesia

Cited by 3 publications

References 6 publications

Pengaruh Parameter Track Quality Indeks (Tqi) Terhadap Perilaku Bantalan Beton

Pengaruh Parameter Track Quality Indeks (Tqi) Terhadap Perilaku Bantalan Beton

Performance Analysis of Road Segment and Level Crossing (JPL) 340 KM 158+795 as Access to Adisutjipto International Airport of Yogyakarta

Railway capacity analysis using Indonesian method and UIC code 405 method

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