EVALUASI KOMPONEN JALAN REL PADA LENGKUNG HILIR NOMOR 111.I LINTAS PURWOSARI-GAWOK KM 112+698 – 112+991 TERHADAP PERAWATAN DAN PERBAIKAN JALAN REL.

Khoerunnisa’ Salsabila, Khoerunnisa’ Salsabila and BAMBANG DRAJAT, BAMBANG DRAJAT and ARJUNA ARIESTINO FATAHILLAH, ARJUNA ARIESTINO FATAHILLAH (2024) EVALUASI KOMPONEN JALAN REL PADA LENGKUNG HILIR NOMOR 111.I LINTAS PURWOSARI-GAWOK KM 112+698 – 112+991 TERHADAP PERAWATAN DAN PERBAIKAN JALAN REL. EVALUASI KOMPONEN JALAN REL PADA LENGKUNG HILIR NOMOR 111.I LINTAS PURWOSARI-GAWOK KM 112+698 – 112+991 TERHADAP PERAWATAN DAN PERBAIKAN JALAN REL.. pp. 1-9. (Submitted)

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Abstract

Railway Infrastructure in Indonesia is regulated by Regulation of (the) Minister of Transportation No. 60 2012 of The Republic Indonesia encompassing railway, stations, and operational facilities. As a part of railway infrastructure, railway lines are maintained periodically, including daily, monthly, and annual maintenance. On Purwosari-Gawok Line, there is a downstream number 111.I with a discrepancy in the value of the arrow, elevation, and dilation. The ballast structure of this curve does not comply with railway class I standards. Several of rail damage were found of broken rails and rail defects. Discrepancies in the value of the arrow, elevation, and dilation were found so this curve is needed to be maintained and repaired with profile and alignment. Ballast structure of this curve does not comply with railway class I so that ballast stopper is required. Broken rail on the downstream curve 111.I need to be replaced with new rail and rail defect need to be repaired with welded joints. The rail defect can be repaired with rail replacement if sufficient rail is available on Resort Railroad 6.8 Solobalapan.

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