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Andri Pradipta
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Kota madiun,
Jawa timur
INDONESIA
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal)
ISSN : 25501127     EISSN : 26568780     DOI : -
Core Subject : Engineering,
Indonesian Railway Journal, e-ISSN 2656-8780 p-ISSN 2550-1127, is a research journal on railway engineering and technology that publishes articles in the field of mechanical railway engineering, electrical railway engineering, buildings and railway lines engineering, railway transportation management, Artificial intelligent of railway technology, Automation of railway engineering, Railway scheduling optimization and other relevan topics. It is a journal for academicians, professionals and student who want to publish and discuss their research. Author should prepare their manuscript in accordance with the instructions given in Author Guidelines before doing online submission. All submissions will be reviewed and evaluated based on originality, technical research, and relevance to journal contributions. Indonesian Railway Journal is published by Politeknik Perkeretaapian Indonesia Madiun (PPI Madiun) on Maret and September.
Articles 187 Documents
Analisis Kapasitas Daya Pada Gardu Traksi Lintas Bojonggede – Bogor Menggunakan Kereta Rel Listrik Seri EA 203
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 1 (2022): April
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i1.193

Abstract

Kereta Rel Listrik merupakan salah satu transportasi unggulan dalam mobilitas masyarakat perkotaan. Sarana KRL seri terbaru di Indonesia, yaitu EA 203 dioperasikan sejak tahun 2017 untuk layanan kereta bandara pada lintas Manggarai – Bandara Soekarno Hatta. Penelitian ini menggantikan peran KRL Seri JR 205 yang beroperasi saat ini pada lintas Bojonggede – Bogor dengan menggunakan KRL EA 203 dengan stamformasi sama dalam satu rangkaian. Diketahui total daya motor traksi pada KRL Seri EA 203 dengan sususan 3 Motor Car dan 9 Trailer Car sebesar 2400 kW. Terdapat 4 Gardu Traksi sepanjang lintas Bojonggede – Bogor, yaitu Gardu Traksi Bojonggede, Gardu Traksi Cilebut, Gardu Traksi Kedungbadak, dan Gardu Traksi Bogor. Pada hasil penelitian, total penggunaan kapasitas daya transformator meggunakan KRL EA 203 sebesar 44,16% pada Gardu Traksi Bojonggede, 44,16% pada Gardu Traksi Cilebut, 49,95% pada Gardu Traksi Kedungbadak, dan 69,94% pada Gardu Traksi Bogor. Dapat disimpulkan bahwa kapasitas daya pada Gardu Traksi sepanjang lintas Bojonggede – Bogor menggunakan KRL EA 203 masih sanggup mencukupi kebutuhan operasional KRL. Penambahan jadwal saat menggunakan KRL EA 203 pada GAPEKA 2021 juga dapat dilakukan sebanyak 4 perjalanan di Stasiun Bojonggede
Pengaruh Penambahan Jalur Terhadap Operasi Kereta Api Jarak Jauh
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 1 (2022): April
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i1.196

Abstract

Line 5 of the Bekasi Station Emplacement is a new line from the addition of a Double Double Track at the Bekasi Station Emplacement which will later be used as a direct train line with a maximum speed of 100 km/hour. The existence of 10 fixed curves and 2 temporary arches on line 5 needs to be evaluated for feasibility so that it can be crossed by trains at high speed. The evaluation is carried out in the form of an evaluation of the horizontal curve geometry which includes the evaluation of the minimum radius, rail elevation, the value of the bow arrow, and the allowable operating speed of the train. In addition, periodic maintenance plans can also be determined based on the analysis carried out on the horizontal bending radius. This evaluation is based on the Minister of Transportation Regulation No. 60 of 2012. From the evaluation for curves crossed by a train with a speed of 100 km/hour, all curves still meet the minimum radius requirements. While the 2 temporary arches are used to limit the speed of the train during the construction of the line, which will later be dismantled. In the evaluation of rail elevation all arches are eligible for outer rail elevation. Furthermore, an analysis of the actual value of bow arrows is also carried out in the field. From the analysis carried out, the arc needs to be adjusted to the specified arrow value.
Analisis Tingkat Kepuasan Pelanggan Kereta Api Angkutan Lebaran Di Pulau Jawa
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 1 No 1 (2017): Jurnal Perkeretaapian Indonesia Volume 1 Nomor 1 Tahun 2017
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

This research aimed to analyze customer satisfaction level of Lebaran trains in Java Island. Data collection was done through observation and spreading of questionnaires. The sample of this data collection is 206 respondents who traveled during Lebaran with train in Java Island. The result of the research by using Importance Performance Analysis method shows that the respondent's expectation for the train service is 82.8 percent while the respondent's satisfaction level is 65.4 percent. Customer Satisfaction Index for all attributes studied was 71.4 percent. Some of the attributes that need prioritized for improvement are considered inconsistent with the expectations of passengers: cleanliness and comfort toilets in the station and on the train, availability of facilities for the disabled, affordability of ticket prices and suitability of ticket prices with services. Other attributes that are important and considered satisfactory by respondens are information boards, station staff friendliness, cleanliness and convenience at the station, ticket service counter, train staff friendliness, cleanliness and convenience in trains, on-time departure Train, punctuality of train arrival, travel time and ease of getting tickets.
Kajian Perlintasan sebidang kereta api No 112A Km 93+100 Desa Dadirejo Kecamatan Tirto Kabupaten Pekalongan
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 5 No 1 (2021): Jurnal Perkeretaapian Indonesia Volume 4 Nomor 1 Tahun 2021
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v5i1.175

Abstract

Jumlah kecelakaan di perlintasan kereta api di lintas utara jawa cukup tinggi. Pembangunan jalur ganda kereta api pada lintas utara jawa mengakibatkan peningkatan kapaistas lintas kereta api. Perlintasan sebidang kereta api no 112 A di desa Dadirejo Kecamatan Tirto Kabupaten pekalongan berada pada jalan lokal primer dengan lebar jalan 4 meter dengan pengaturan lalu lintas 2 arah. Berdasarkan data survey Lalulintas Harian total rata-rata terdapat 7.410 kendaraan dengan 3.746 smp. Jenis kendaraan yang lewat paling banyak adalah sepeda motor yaitu 81% selanjutnya dikuti oleh sepeda yaitu 16% selanjutnya diikuti dengan pickup dan becak sekitar 1%. Berdasarkan Gapeka 2020, kereta api yang melintas pada perlintasan adalah 66 kereta dengan rincian 20 Kereta Barang dan 46 kereta penumpang, dengan kecepatan maksimum kereta 105 km/jam. Jumlah SMPK pada perlintasan tersebut adalah 247.236  SMPK dan sudah saatnya ditingkatkan menjadi perlintasan tidak sebidang ataupun perlu peningkatan fasilitas sarana dan prasarana jalan untuk meningkatkan keselamatan di jalan raya
Tingkat Kepuasan Pengguna Terhadap Layanan KAI Coworking Space Stasiun Yogyakarta
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.197

Abstract

Kebijakan penambahan fasilitas Coworking Space di ruang tunggu Stasiun Yogyakarta yang diperuntukan kepada penumpang kereta api yang memiliki kebutuhan ruang kerja pada saat menunggu keberangkatan kereta api. Fasilitas tersebut telah ada selama 3 (tiga) tahun dan perlu adanya evaluasi pelayanan fasilitas Coworking Space di Stasiun Yogyakarta oleh pengguna. Penelitian ini bertujuan untuk mengetahui tingkat kepuasan pengguna terhadap layanan KAI Coworking Space Stasiun Yogyakarta. Pengukuran kepuasan pelanggan dilakukan menggunakan kuesioner kepada pengguna fasilitas Coworking Space Stasiun Yogyakarta dengan parameter factor kepuasan sarana prasarana serta petugas dan pelayanan. Sebagai data pendukung dilakukan observasi mengetahui kodisi eksisting Coworking Space. kepuasan konsumen terhadap pelayanan dan petugas Coworking Space adalah 83,91% dimana angka tersebut dapat diinterpretasikan menjadi kriteria Puas sedangkan tingkat kepuasan konsumen terhadap sarana dan prasarana Coworking Space adalah 81,38% yang termasuk pada kriteria Puas. Terdapat dua poin yang mendapatkan kriteria Cukup Puas yaitu Fasilitas air minum dan Akses ke kamar mandi, sehingga perlu adanya peningkatan fasilitas tersebut. . Kata Kunci: Kepuasan, Stasiun Kereta Api, Coworking Space.
Analisis Kekuatan Desain Struktur Bogie Frame Kereta Ukur pada Kondisi Beban Normal Service dengan Metode Elemen Hingga
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.212

Abstract

Bogie frame adalah bagian utama bogie yang menerima beban besar selama beroperasi sehingga diperlukan analisis kekuatan struktur untuk memenuhi syarat kelayakan operasional berdasarkan Peraturan Nomor 33 Tahun 2021 tentang Penyelenggaraan Bidang Perkeretaapian dan standar EN 13749. Kelayakan operasional menjadi jaminan keselamatan penumpang, operator, maupun penduduk sekitar perlintasan. Fokus penelitian ini adalah analisis kekuatan desain struktur bogie frame kereta ukur jalur LRT Jabodebek terhadap kelayakan operasional. Tujuan penelitian adalah menganalisis tegangan objek penelitian akibat pembebanan normal service dan memastikan nilai tegangan hasil simulasi memenuhi kriteria keberterimaan standar EN 13749. Solusi penelitian adalah pendekatan endurance limit objek penelitian. Nilai tegangan hasil simulasi dianalisis dengan goodman diagram. Data pendukung penelitian dan parameternya dari hasil survei dan wawancara di PT INKA (Persero). Hasil penelitian adalah lokasi element kritis objek penelitian, nilai tegangan element kritis tiap load case, dan plot nilai tegangan element. Objek penelitian belum memenuhi kriteria keberterimaan EN 13749 berdasarkan analisis dengan pendekatan goodman diagram. Satu element kritis pada bracket gearbox melebihi batas keberterimaan akibat load case longitudinal. Amplitudo tegangan element bernilai 157,09 MPa dari batas keberterimaan 155 MPa. Perubahan ketebalan pipe transform dari 12 mm menjadi 20 mm efektif menurunkan nilai amplitudo tegangan element menjadi 88,41 MPa, sehingga kekuatan desain memenuhi kriteria keberterimaan.
Analisis Pengaruh Variasi Kecepatan LRT Jabodebek Pada Longspan Terhadap Ride Index Menggunakan Simulasi Longitudinal Train Dynamic
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.214

Abstract

Speed is one of the factors supporting passenger comfort in rail transportation. The problem that occurs when the train is on a longspan is that the speed does not affect passenger comfort. The solution to this problem is that the train must go through a simulation process with the aim of knowing the efficient speed received by prioritizing comfort when passing a longspan. The simulation was carried out using the Longitudinal Train Dynamic (LTD) method by comparing the ride index value of the simulation results with the ride index value set in KP 765 of 2017 concerning the Design and Specifications of the Jabodebek LRT which refers to ISO 2631 Jabodebek. Based on the standards determined, the researchers carried out simulations with variations in speed to determine the effect of speed variations on the travel index value, so that the efficient speed at the longest long span of passengers was known. The simulated speeds are 10 kmh, 20 kmh, 30 kmh, 40 kmh, 50 kmh, and 60 kmh. The data from this study is the ride index value of the simulated speed variation. The results of this study are the ride index value at a speed of 10 kmh is 1.4747427, 20 kmh is 1.6533716, 30 kmh is 1.8409451, 40 kmh is 2.2335365, 50 kmh is 2.4009598, and 60 kmh is 2.6713053. And the optimal speed of the Jabodebek LRT is in the range of 30-40 kmh.
Analysis of the Distribution of Train Noise Levels on the Winongo Double Track Railroad, Madiun City
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.216

Abstract

Noise is an annoying sound when listened to for a long time. The standard for noise level in housing is based on KepMenLH No. 48 of 1996 worth 55 dB(A). Double track rails lead to increased rail operations and noise in the surrounding environment. This research was conducted to analyze the environmental noise level due to the train crossing the double track rail at Graha Kirana Winongo Housing, Madiun City by using a Sound Level Meter (SLM) device. Measurements were made at two points, namely at a distance of 7.5 meters and 21 meters. The results of the study the average value of environmental noise due to trains at a distance of 7.5 meters is 80 dB(A) and a distance of 21 meters is 75 dB(A). This value exceeds the standard noise level of 55 dB(A). Researchers provide mitigation in the form of suggestions for housing residents to build noise barriers or plant trees with dense leaves, and if residents are going to build new housing, it is recommended to be at a distance of 75 to 80 meters from the train tracks because the noise value at that distance is approximately 55 dB (A).
Peramalan Data Pengukuran Pergeseran Tanah Jalur Kereta Api Menggunakan Metode Fuzzy Time Series
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.217

Abstract

Kondisi tanah yang tidak stabil di jalur kereta api menyebabkan pergerakan tanah. Pergerakan tanah yang terjadi secara mendadak dalam jumlah yang besar dapat menyebabkan tanah mudah longsor. Keadaan tersebut mendukung dilakukannya pengembangan dalam mendeteksi pergeseran tanah dengan melakukan peramalan data pergeseran tanah. Data pergeseran tanah berupa nilai tegangan output rheostat yang telah dilakukan pengukuran terhadap tanah. Peramalan data menggunakan metode fuzzy time series. Penelitian dilakukan di depan Laboratorium Politeknik Perkeretaapian Indonesia dengan waktu pelaksanaan yaitu selama 1 bulan pada bulan Juni 2020. Penelitian menggunakan metode Mean Absolute Percentage Error (MAPE) dan Squared Root of Mean Squared Error (RMSE) untuk menghitung nilai presentase eror pada suatu model deret waktu. Dari penelitian yang telah dilakukan menghasilkan rata-rata nilai MAPE pada hasil peramalan data rheostat 1 dan 2 masing-masing diperoleh 22,49% dan 25,74%. Nilai RMSE pada hasil peramalan data rheostat 1 dan 2 masing-masing diperoleh 5,597% dan 4,587%. Sehingga peramalan data memiliki nilai keakurasian prediksi yang cukup baik.
Analisis Peralatan Persinyalan Kereta Api dengan Persinyalan Elektrik Silsafe4000 Di Stasiun Lempuyangan Yogyakarta
Jurnal Perkeretaapian Indonesia (Indonesian Railway Journal) Vol 6 No 2 (2022): Oktober
Publisher : Politeknik Perkeretaapian Indonesia Madiun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37367/jpi.v6i2.219

Abstract

Train signaling is used of a certain shape, color, or light to give the driver a message that will ensure a safe train journey. Upgrading the signaling infrastructure at stations all over Java and Sumatra. One of these entails updating the station's electrical signaling, which was previously constructed in 1986. Equipment spare components, which are challenging and frequently encounter problems that impair the system's dependability, are the primary factor being refreshed. This electrical signaling makes use of the SILSafe4000 system, which was created by PT LEN's youth. In this study, the researcher examined the cross-capacity calculations, equipment standardization, and questionnaires given to PPKA officers to investigate the SILSafe4000 electrical signaling reliability system at the lempuyangan station by making use of cross-capacity estimates, equipment standardization, and questions given to PPKA personnel about how challenging it is to operate the Lempuyangan HMI station. The necessary data was gathered by the researcher in advance of the study. Based on standardization of the equipment, BSG9 motor voltage standard and signal 110VAC±10%, detection voltage (inverse) 24VDC±10%, or range (21.6-26.4V DC), rated current < 10A, ground 5Ω, R≤50Ω, and insulation. That the following pieces of equipment have been standardized: the point motor's in-ER voltage is 78.94%, . the driving voltage is 89.47%, the signal voltage is 83.3%, the grounding is 100%, the cable resistance is 96%, and the cable insulation is 100%. Reliable electrical signaling can also support rail travel systems. Lempuyangan Station can accommodate 134 trains per day, with an average headway of 12.51 minutes, maximizing the traffic capacity of 116 trains KA>K is served with an electric signaling system safely and zero accident. Then a questionnaire was given to the officer regarding the difficulty level of operating the Lempuyangan HMI station, which was very easy with a score of 4.7/5.