ANALISIS KUALITAS JALAN REL LINTAS MALANG-BLITAR KM 72+900 S/D 106+000 BERDASARKAN NILAI TRACK QUALITY INDEKS (TQI)
Keywords:
Quality Analysis, Railroad, Track Quality IndexAbstract
Railroad performance is essential for the comfort, safety, and punctuality of train operations. Changes in the shape/geometry of railway tracks are influenced by passing tonnage, train frequency, or natural events. Damage to the railway track is permitted as long as it does not exceed the specified limits/tolerances and requires maintenance or repair of the railway. The rail quality indicator is obtained from the results of the railway measurement, namely the Track Quality Index (TQI) value. From the TQI value, the parameters of rail track damage are known, so it can be used as a reference for the priority scale for handling maintenance or road repairs. Based on the TQI value on the Malang-Blitar route along km 72+900 to 106+000, the following values were obtained: Category 1 (100 km/hour <V< 120 km/hour) = 9,529 m; Category 2 (80 km/hour <V< 100 km/hour) = 20,442 m; Category 3 (60 km/hour <V< 80 km/hour) = 4,353 m; Category 4 (Max 60 km/hour) = 86 m
References
. Anonim, (2011). Peraturan Menteri Perhubungan Nomor 32 Tahun 2011 tentang Standar dan Tata Cara Perawatan Prasarana Perkeretaapian, Jakarta
. Anonim, (2012). Peraturan Menteri Perhubungan Nomor 60 Tahun 2012 tentang Persyaratan Teknis Jalur Rel Kereta Api, Jakarta.
. PT. KAI (Persero). Seri Perjana 2012 Sistem Perawatan Jalan Rel & Jembatan, Bandung
. PT. KAI (Persero). Peraturan Dinas No 10A Tahun 2016 (PD 10A) Perawatan Jalan Rel dengan lebar 1067 mm
. U. Subarkah, H. Widyastuti, and C. A. Prastyanto, “Analysis Effect Of Thick Ballast On Track Quality Index (TQI) Value Route Wonokromo –Mojokerto,” J. Penelit. Transp. Darat, 2021, doi: 10.25104/jptd.v23i1.1589
. W. A. Fistcar, “Study of Concrete Bearing Behavior for 1067 mm Track Width with Variation in Track Quality Index (TQI) Values,” J. Perkeretaapi. Indones. (Indonesian Railw. Journal), 2021, doi: 10.37367/jpi.v5i1.152
. Yusup Kristian* , Tira Roesdiana., ST., M.Eng 2016, Analisis Kerusakan Jalan Rel Wilayah UPT Resor Jalan Rel 3.13 Tanjung Berdasarkan Hasil Kereta Ukur
. Zaini Muhtarom , Silvia Yulita Ratih, 2021, Analisis Kondisi Jalan Rel Kereta Api Pada Lintas Sragen – Solo Berdasarkan Nilai Track Quality Indeks (TQI)
