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All Journal Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Journal of Applied Science, Engineering, Technology, and Education
Dwiatmoko, Hermanto
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PERAWATAN LENGKUNG DI KM 2+2/400 LINTAS MANGGARAI – JATINEGARA Sholihin, Mohammad; Dwiatmoko, Hermanto; Septanto, Djoko
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 4 No 1 (2020): Jurnal Perkeretaapian Indonesia Volume 4 Nomer 1 Tahun 2020
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v4i1.124

Abstract

Kurva nomor 2 dan 18 pada persilangan Manggarai - Jatinegara adalah bagian dari persilangan dalam DAOP (Wilayah Operasi) 1 wilayah Jakarta. Keandalan lengkungan dalam perannya dalam pengoperasian kereta api penting bahkan menjadi faktor utama. Oleh karena itu, kesempurnaan dalam perawatan adalah mutlak dan persyaratan utama dari suatu kondisi di mana lengkungan dapat dikatakan dapat diandalkan. Tetapi tidak semua lengkungan memiliki nilai ketinggian yang sama dengan hasil yang dihitung. Oleh karena itu diperlukan analisis tingkat perawatan lengkungan reliabilitas lengkungan. Dari hasil analisis data sekunder dan primer maka diperoleh data terkait kondisi kurva nomor 2 dan 18 lintas Manggarai - Jatinegara masih kurang baik dalam hal perubahan panah dan ketinggian rel. Perhitungan dan analisis data yang digunakan dilihiat dalam hal kondisi geometri lengkung yaitu radius lengkung, lengkung melintang, elevasi rel, kondisi grafik kurva ideal dan manajer sumber daya manusia. Setelah menganalisis data dan kemudian dibandingkan dengan standar yang ada, penerapan perawatan melengkung dikatakan hanya saja tidak maksimal, dapat disarankan bahwa perawatan kondisi kurva perlu dipertahankan terus dengan inspeksi sesuai dengan ketentuan dan segera memperbaiki geometri lengkung yang kurang, Arch kembali ke normal dan melakukan perawatan dengan menggunakan mesin MTT pada saat perawatan pada malam hari sehingga pelaksanaan perawatan lebih sesuai dengan yang diharapkan dan juga tidak terjadi trial and error.
Analysis of Capacity, Speed, and Degree of Saturation of Intersections and Roads Isradi, Muhammad; Dwiatmoko, Hermanto; Setiawan, Muhammad Ikhsan; Supriyatno, Dadang
Journal of Applied Science, Engineering, Technology, and Education Vol. 2 No. 2 (2020)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1338.377 KB) | DOI: 10.35877/454RI.asci22110

Abstract

No traffic-signal intersection located on Jalan Serang and Jalan Curug, Tangerang Regency often causes traffic congestion. Many side barriers activities of vehicles inhibit the movement of traffic flow. The toll-road access, which is not far from the intersection, makes the queue long enough to enter Jl. Raya Serang also affects the performance of the surroundings. The study aims to determine the performance of the above intersection this time, which is measured by the capacity, degree of saturation, speed, queuing opportunities, density, and level of services. Field surveys and further analysis of the calculations that have been carried out show the intersection performance. The peak traffic volume occurred on Wednesday, February 5 2020, at 3877 pcu / hour at 07.00 - 08.00 WIB, with a capacity (C) of 2937 pcu / hour. From the available data, the DS value is 1.32. at the Service level F.
Analysis of Capacity, Speed, and Degree of Saturation of Intersections and Roads Isradi, Muhammad; Dwiatmoko, Hermanto; Setiawan, Muhammad Ikhsan; Supriyatno, Dadang
Journal of Applied Science, Engineering, Technology, and Education Vol. 2 No. 2 (2020)
Publisher : Yayasan Ahmar Cendekia Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1338.377 KB) | DOI: 10.35877/454RI.asci22110

Abstract

No traffic-signal intersection located on Jalan Serang and Jalan Curug, Tangerang Regency often causes traffic congestion. Many side barriers activities of vehicles inhibit the movement of traffic flow. The toll-road access, which is not far from the intersection, makes the queue long enough to enter Jl. Raya Serang also affects the performance of the surroundings. The study aims to determine the performance of the above intersection this time, which is measured by the capacity, degree of saturation, speed, queuing opportunities, density, and level of services. Field surveys and further analysis of the calculations that have been carried out show the intersection performance. The peak traffic volume occurred on Wednesday, February 5 2020, at 3877 pcu / hour at 07.00 - 08.00 WIB, with a capacity (C) of 2937 pcu / hour. From the available data, the DS value is 1.32. at the Service level F.
Perawatan Lengkung Di Km 2+2/400 Lintas Manggarai – Jatinegara Sholihin, Mohammad; Dwiatmoko, Hermanto; Septanto, Djoko
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 4 No 1 (2020): Jurnal Perkeretaapian Indonesia Volume 4 Nomer 1 Tahun 2020
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v4i1.124

Abstract

Curves number 2 and 18 on Manggarai - Jatinegara cross are part of cross in DAOP (Operation Area) 1 Jakarta area. The reliability of an arch in its role in the operation of the railway is important even be a major factor. Therefore, perfection in care is absolute and a major requirement of a condition where the arch can be said to be reliable. But not all arches have the same elevation value as the calculated result. Thus it required an analysis of the level of care arch the arch reliability. From the results of secondary and primary data analysis then obtained data related to the condition of curve number 2 and 18 cross Manggarai - Jatinegara still not good in terms of changes in arrows and rail elevation. Calculation and analysis of data used dilihiat in terms of curved geometry conditions that is curved radius, transverse arch, rail elevation, ideal curve graph conditions and human resources managers. After analyzing the data and then compared with the existing standard, the implementation of curved treatment has been said to be only just not maximal, it can be suggested that it needs to be maintained treatment of the curve condition continues with the inspection in accordance with the provisions and immediately repaired the curved geometry is lacking, Arch back to normal and do maintenance by using the MTT machine at the time of treatment at night so that the implementation of the treatment is more suitable as expected and also did not happen trial and error.
Co-Authors Dadang Supriyatno Muhammad Isradi Septanto, Djoko Setiawan, Muhammad Ikhsan Sholihin, Mohammad