Jurnal Transportasi最新文献

{"title":"EVALUASI KINERJA SIMPANG DI KOTA CIMAHI DENGAN METODE SIMULASI","authors":"Ferry Rusgiyarto, Gavinella Desijayanti, Hanafi, Widi Suci Islami","doi":"10.26593/jt.v19i3.3669.171-178","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3669.171-178","url":null,"abstract":"Abstract The intersection is a meeting place for vehicle flows from several roads and as a place for vehicles to change the direction of traffic movement. In this study an observation was made on the ARMED Intersection and the Taman Sudirman Intersection, located in Cimahi City, which have experienced traffic problems. A simulation was carried out at these intersections, using the VISSIM PTV software, and taking into account the behavior of the driver. The results of this study indicate that for micro analysis, the delay and speed criteria are more suitable for use than the degree of saturation criteria. Keywords: intersection, traffic, delay, speed, degree of saturation  Abstrak Simpang merupakan tempat bertemunya arus kendaraan dari beberapa ruas jalan dan sebagai tempat kendaraan melakukan perubahan arah pergerakan lalu lintas.Pada studi ini dilakukan pengamatan terhadap Simpang ARMED dan Simpang Taman Sudirman Kota Cimahi, yang telah mengalami masalah lalu lintas. Suatu simulasi dilakukan pada simpang-simpang tersebut, dengan perangkat lunak PTV VISSIM, dengan memper-timbangkan perilaku pengemudi. Hasil studi ini menunjukkan bahwa untuk analisis mikro, kriteria-kriteria tundaan dan kecepatan lebih sesuai untuk digunakan daripada kriteria derajat kejenuhan. Kata-kata kunci: simpang, lalu lintas, tundaan, kecepatan, derajat kejenuhan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"69 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133665624","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KARAKTERISTIK MARSHALL CAMPURAN HOT ROLLED SHEET WEARING COURSE MENGGUNAKAN BAHAN TAMBAH PLASTIK BEKAS JENIS POLYETHYLENE TEREPHTHALATE","authors":"Yusrizal Yahya, Desriantomy, Robby","doi":"10.26593/jt.v19i3.3670.179-186","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3670.179-186","url":null,"abstract":"Abstract This study was conducted to determine the benefits of the use of polyethylene terephthalate used plastic as additives in hot asphalt mixture Hot Rolled Sheet Wearing Course. Marshall testing was carried out on specimens using polyethylene terephthalate plastic additives, with variations in the ingredients added 2%, 4%, 6%, 8%, and 10% to the weight of asphalt on specimens with Optimum Asphalt Content. Marshall parameters of test specimens generally meet the existing specifications, except the Void In Mixture value for specimens with plastic content of 8% and 10%. The optimum plastic content obtained from this study is 7.80%. Keywords: asphalt mixture, hot rolled sheet, Marshall parameters, polyethylene terephthalate  Abstrak Studi ini dilakukan untuk mengetahui manfaat penggunaan plastik bekas jenis Polyethylene Terephthalate sebagai bahan tambah pada campuran beraspal panas jenis Hot Rolled Sheet Wearing Course. Pengujian Marshall dilakukan terhadap benda-benda uji yang menggunakan bahan tambah plastik jenis Polyethylene Terephthalate, dengan variasi bahan tambah 2%, 4%, 6%, 8%, dan 10% terhadap berat aspal pada benda uji dengan Kadar Aspal Optimum. Parameter Marshall benda-benda uji umumnya memenuhi spesifikasi yang ada, kecuali nilai Void In Mixture untuk benda-benda uji dengan kadar plastik 8% dan 10%. Kadar plastik optimum yang diperoleh dari studi ini adalah 7,80%. Kata-kata kunci: campuran beraspal, hot rolled sheet, parameter Marshall, polyethylene terephthalate","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"150 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133781572","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENGEMBANGAN MATERIAL RINGAN SERAT GELAS PADA INDUSTRI KERETA API","authors":"Oki Kurniawan, Willy Artha Wirawan, A. Zulkarnain","doi":"10.26593/jt.v19i3.3671.187-194","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3671.187-194","url":null,"abstract":"Abstract The use of composite materials has been developed in the railroad transportation industry sector in Indonesia. For example, PT INKA has used composite materials with fiber glass reinforcement. The purpose of this study is to determine the characteristics of tensile strength and bending strength of the composite material so that it can be proposed to be further developed and utilized by the manufacturing industry, especially the railroad industry. In this study, 4 types of matrix variations were examined, namely epoxy, repoxy, polyester, and bhispenol using fiber glass reinforcement. Tensile strength and bending strength tests were performed in accordance with the ASTM D-638 and the ASTM D-790 standards, respectively. The results of this study indicate that the variation of the matrix is very influential on the tensile strength and bending strength of composite materials. Keywords: composite material, glass fiber, tensile strength, bending strength  Abstrak Penggunaan material komposit mulai banyak dikembangkan di sektor industri trasportasi kereta api di Indone-sia. Sebagai contoh, PT INKA sudah menggunakan material komposit dengan penguat serat gelas. Tujuan penelitian ini adalah untuk mengetahui karakteristik kekuatan tarik dan kekuatan bending material komposit agar dapat diusulkan untuk lebih dikembangkan dan dimanfaatkan oleh industri manufaktur, khususnya industri kereta api. Pada penelitian ini digunakan 4 jenis variasi matriks, yaitu epoxy, repoxy, polyester, dan bhispenol dengan menggunakan penguat serat gelas. Pengujian kekuatan tarik menggunakan standar ASTM D-638 dan pengujian bending menggunakan standar ASTM D-790. Hasil studi ini menunjukkan bahwa variasi matriks sangat berpengaruh pada kekuatan tarik maupun kekuatan bending material komposit. Kata-kata kunci: material komposit, serat gelas, kekuatan tarik, kekuatan bending","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"23 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125604078","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"RISIKO KECELAKAAN SEPEDA MOTOR PADA SIMPANG PRIORITAS","authors":"Benidiktus Susanto, S. Malkhamah, Latif Budi Suparma","doi":"10.26593/jt.v19i3.3668.161-170","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3668.161-170","url":null,"abstract":"Abstract Traffic safety is an important requirement in highway planning and design. Many studies related to accident risk analysis have been carried out, but practical applications are still not widely found, especially for accident risk analysis at priority junctions. This study aims to determine the speed and acceleration of motorcyclist behavior entering a junction. It was conducted by measuring the speed of a motorcycle when entering the junction at 150 m, 100 m, and 50 meters before the point of the potential conflict. If the critical gap is longer than the stopping distance (a combination of the reaction time and braking time), the motorcycle will be safe. The results showed that motorcyclist decelerates the speed when entering the junction. The change in speed starts at 50 to 100 meters before the conflict. Motorcyclists will be safe if the speed is less than 65.8 km/h at 50 meters before entering the junction. Keywords: traffic safety, accident risk analysis, priority junction, speed  Abstrak Keselamatan adalah faktor utama dalam perencanaan dan perancangan fasilitas jalan. Berbagai penelitian yang berhubungan dengan analisis risiko kecelakaan telah banyak dilakukan, namun aplikasi praktisnya masih belum banyak dijumpai terutama untuk analisis risiko kecelakaan pada simpang prioritas. Penelitian ini bertujuan untuk mengetahui perilaku kecepatan dan percepatan sepeda motor saat memasuki simpang, sehingga dapat dilakukan analisis terhadap potensi risiko sepeda motor saat memasuki simpang prioritas. Penelitian dilakukan dengan mengukur kecepatan sepeda motor saat memasuki simpang pada jarak 150 m, 100 m, dan 50 m sebelum titik konflik. Apabila celah kritis lebih panjang dari jarak henti (gabungan dari pengaruh waktu reaksi dan waktu pengereman), maka sepeda motor tersebut dapat dikategorikan selamat. Hasil penelitian menunjukkan bahwa saat memasuki simpang sebagian besar sepeda motor melakukan perlambatan. Perubahan kecepatan mulai terjadi pada jarak antara 50 sampai 100 meter sebelum titik konflik. Sepeda motor akan aman apabila pada kecepatan sebelum simpang tidak melebihi 65,8 km/jam. Kata-kata kunci: keselamatan lalu lintas, analisis risiko kecelakaan, simpang prioritas, kecepatan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"124 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122482682","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KAJIAN PERUBAHAN STATUS JALAN JALAN LINGKAR LUAR GORONTALO","authors":"T. Wasanta, Bertho Orbain Sowolino, Zakaria Mujahid, W. Santosa","doi":"10.26593/jt.v19i3.3674.215-224","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3674.215-224","url":null,"abstract":"Abstract A road, as the most important infrastructure on land transportation, plays a huge role on the movement of passengers and freight. According to its status, road is classified into national road, province road, city road, district road, and village road. The status of a road significantly affects the process of financing, planning, construction, and maintenance of that road. Therefore, a comprehensive study is needed before the status of a road is determined or changed. This paper discusses several aspects that are needed to be considered before the status of a road is determined or changed, with a case study of Gorontalo Outer Ring Road. These aspects are centre-of-activity hierarchy, road geometry, and the traffic volume. After all those aspects were discussed, the recommended status of Gorontalo Outer Ring Road is concluded. Keywords: rroad, land transportation, road status, centre-of-activity  Abstrak Jalan sebagai prasarana utama transportasi darat memegang peranan penting terhadap pergerakan barang maupun pergerakan orang. Menurut statusnya, jalan dikelompokkan menjadi jalan nasional, jalan provinsi, jalan kota, jalan kabupaten, dan jalan desa. Penetapan status suatu jalan berdampak besar pada kegiatan pembiayaan, perencanaan, pembangunan, dan pemeliharaan jalan tersebut. Oleh karena itu, diperlukan kajian yang mendalam sebelum suatu jalan ditetapkan atau diubah statusnya. Pada studi ini dikaji aspek-aspek yang perlu diperhatikan ketika suatu ruas jalan akan ditetapkan atau diubah statusnya, dengan studi kasus Jalan Lingkar Luar Gorontalo. Aspek-aspek yang dibahas pada penelitian ini adalah aspek hierarki pusat kegiatan, aspek geometri jalan, dan aspek lalu lintas. Setelah semua aspek tersebut dibahas, dapat disimpulkan status jalan yang sesuai untuk Jalan Lingkar Luar Gorontalo. Kata-kata kunci: jalan, transportasi darat, status jalan, pusat kegiatan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124907133","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PEMANFAATAN APLIKASI SMARTPHONE UNTUK MENGUKUR KEMANTAPAN PERMUKAAN JALAN BERDASARKAN INTERNATIONAL ROUGHNESS INDEX","authors":"Arief Setiawan, N. Pradani, Ferra Claudia Masoso","doi":"10.26593/jt.v19i3.3673.205-214","DOIUrl":"https://doi.org/10.26593/jt.v19i3.3673.205-214","url":null,"abstract":"Abstract An assessment of road surface conditions is needed to determine an appropriate road evaluation program. One of the parameters used is the International Roughness Index or IRI. Currently, technological developments encourage the use of smartphone applications as a tool to determine the value of IRI. Comparisons between IRIs obtained using tools, such as roughometers, and IRIs obtained from software applications have not been made. The purpose of this study was to analyze the relationship between the results of the measurement of the roughometer and the results of the Android application Roadbump Pro. This research was carried out on the Sam Ratulangi Road in Palu City, with a segment length of 600 meters and analyzed per 100 meters. The results of this study indicate that smartphone applications provide good IRI measurement results, so they can be used in road stability assessments. In addition, the type of survey vehicle did not have a significant effect on IRI measurements. Keywords: smartphone, International Roughness Index, roughometer, Roadbump, road stability  Abstrak Penilaian kondisi permukaan jalan diperlukan untuk menentukan program evaluasi jalan yang tepat. Salah satu parameter yang digunakan adalah International Roughness Index atau IRI. Saat ini, perkembangan teknologi mendorong penggunaan aplikasi smartphone sebagai alat bantu untuk menentukan nilai IRI. Perbandingan antara IRI yang diperoleh dengan menggunakan alat bantu, seperti roughometer, dan IRI yang diperoleh dari aplikasi perangkat lunak belum dilakukan. Tujuan penelitian ini adalah menganalisis hubungan antara hasil pengukuran alat roughometer dan hasil aplikasi android Roadbump Pro. Penelitian ini dilakukan di ruas Jalan Sam Ratulangi di Kota Palu, dengan panjang segmen 600 meter dan dianalisis per 100 meter. Hasil penelitian ini menunjukkan bahwa aplikasi smartphone memberikan hasil pengukuran IRI yang baik, sehingga dapat digunakan dalam penilaian kemantapan jalan. Selain itu, jenis kendaraan survei tidak memberikan pengaruh yang signifikan terhadap pengukuran IRI. Kata-kata kunci: smartphone, International Roughness Index, roughometer, Roadbump, kemantapan jalan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-01-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128631655","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"PENGARUH SUKARELAWAN PENGATUR LALU LINTAS TERHADAP KINERJA SIMPANG TAK BERSINYAL GANESHA SURAKARTA","authors":"Gus Maelan Irfana, Nurul Hidayati, Sri Sunarjono","doi":"10.26593/JT.V19I2.3470.133-142","DOIUrl":"https://doi.org/10.26593/JT.V19I2.3470.133-142","url":null,"abstract":"Abstract Traffic congestion in the City of Surakarta gave rise to a phenomenal figure among motor vehicle drivers, called the Traffic Control Volunteers or abbreviated as Supeltas. This Supeltas is present on the road to help organize the movement of traffic, as happened at the Surakarta Ganesha Unsignalized Intersection. This study aims to determine the influence of the existence of Supeltas on capacity, degree of saturation, delay, and queuing opportunities that occur at the intersection. The analysis was carried out using the 1997 Indonesian Highway Capacity Manual. The results showed that the intersection without Supeltas had a capacity of 3,114.03 pcu/hour and a degree of saturation of 1.47, while the same intersection but with Supeltas had a capacity of 3,136.81 pcu/hour and a degree of saturation of 1.51. These results indicate that Supeltas has a positive influence on the performance of the intersection. Nevertheless, the degree of saturation in the location increased due to the increase in traffic volume as well as increased capacity. Keywords: unsignalized intersection, intersection performance, intersection capacity, degree of saturation  Abstrak Kemacetan lalu lintas di Kota Surakarta memunculkan sosok fenomenal di kalangan pengendara kendaraan bermotor, yang disebut Sukarelawan Pengatur Lalu Lintas atau disingkat Supeltas. Supeltas ini hadir di jalan untuk membantu mengatur pergerakan lalu lintas, seperti yang terjadi di Simpang Tak Bersinyal Ganesha Surakarta. Penelitian ini bertujuan untuk menentukan pengaruh keberadaan Supeltas terhadap kapasitas, derajat kejenuhan, tundaan, dan peluang antrian yang terjadi di simpang tersebut. Analisis dilakukan dengan menggu-nakan Manual Kapasitas Jalan Indonesia 1997. Hasil analisis menunjukkan bahwa simpang tanpa Supeltas memiliki kapasitas sebesar 3.114,03 smp/jam dan derajat kejenuhan 1,47, sedangkan simpang yang sama tetapi dengan Supeltas memiliki kapasitas sebesar 3.136,81 smp/jam dan derajat kejenuhan 1,51. Hasil tersebut menunjukkan bahwa Supeltas mempunyai pengaruh positif terhadap kinerja simpang. Meskipun demikian, derajat kejenuhan di lokasi tersebut meningkat karena bertambahnya volume lalu lintas di samping kapasitas yang juga meningkat. Kata-kata kunci: simpang tak bersinyal, kinerja simpang, kapasitas simpang, derajat kejenuhan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"47 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125403885","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KAJIAN TARIF JALAN TOL MEDAN-KUALANAMU-TEBING TINGGI","authors":"Amrizal, A. Bashari","doi":"10.26593/JT.V19I2.3465.87-92","DOIUrl":"https://doi.org/10.26593/JT.V19I2.3465.87-92","url":null,"abstract":"Abstract Medan-Kualanamu-Tebing Tinggi Toll Road is a series of toll roads that connect Medan City, Kuala Namu Airport, and Tebing Tinggi City. In this study, an analysis of the ability to pay and the willingness to pay of toll road users and financial analysis were performed to determine the feasibility of this toll road project. The analysis shows that the ability to pay and the willingness to pay of the toll road users reach the same value for a tariff of Rp600.00 per km. By using the current tariff, which is Rp1,000.00 per km, the project's capital return is estimated to occur in 2027. Meanwhile, if a tariff of Rp600.00 per km is applied, the toll road project is still financially viable, with a return on capital expected to occur in 2019. Keywords: toll road, toll tariff, ability to pay, willingness to pay, financial analysis  Abstrak Jalan Tol Medan-Kualanamu-Tebing Tinggi adalah rangkaian jalan tol yang menghubungkan Kota Medan, Bandar Udara Kuala Namu, dan Kota Tebing Tinggi. Pada studi ini dilakukan analisis kemampuan membayar dan kerelaan membayar pengguna jalan tol tersebut serta analisis finansial untuk menentukan kelayakan proyek jalan tol ini. Hasil analisis menunjukkan bahwa kemampuan membayar dan kerelaan membayar pengguna jalan tol mencapai nilai yang sama untuk tarif sebesar Rp600,00 per km. Dengan menggunakan tarif yang berlaku saat ini, yaitu Rp1.000,00 per km, pengembalian modal proyek ini diperkirakan terjadi pada tahun 2027. Sementara itu, bila digunakan tarif sebesar Rp600,00 per km, proyek jalan tol ini masih layak secara finansial, dengan pengembalian modal diperkirakan terjadi pada tahun 2019. Kata-kata kunci: jalan tol, tarif tol, kemampuan membayar, kerelaan membayar, analisis finansial","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115469663","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KARAKTERISTIK DAN BIAYA KECELAKAAN LALU LINTAS DI KABUPATEN GARUT","authors":"Ida Farida, Wimpy Santosa, A. C. Sutandi","doi":"10.26593/JT.V19I2.3471.143-150","DOIUrl":"https://doi.org/10.26593/JT.V19I2.3471.143-150","url":null,"abstract":"Abstract This study aims to identify the characteristics and costs of traffic accidents that occurred in Garut Regency in period of 2012 until 2017. The focus of the study was accidents involving buses, as a public transportation mode. In this study, a descriptive approach is used, and for the cost of traffic accidents, the Gross Output Method is used. The results obtained show that the proportion of traffic accidents involving buses in the Regency of Garus is 3.5%, with humans being is the dominant factor causing the traffic accidents. In addition, the cost of traffic accidents involving these buses reaches 0.15% of the Gross Regional Domestic Product of Garut Regency. Keywords: traffic accidents, accident costs, public transportation, accident characteristics  Abstrak Penelitian ini bertujuan untuk mengidentifikasi karakteristik dan biaya kecelakaan lalu lintas yang terjadi di Kabupaten Garut pada tahun 2012 hingga tahun 2017. Fokus penelitian adalah kecelakaan yang melibatkan bus, sebagai moda transportasi publik. Pada studi ini digunakan pendekatan deskriptif dan untuk biaya kecelakaan lalu lintas digunakan metode Gross Output. Hasil yang didapat menunjukkan bahwa proporsi kecelakaan lalu lintas yang melibatkan bus di Kabupaten Garut adalah 3,5%, dengan manusia merupakan faktor penyebab yang dominan. Selain itu, biaya kecelakaan lalu lintas yang melibatkan bus ini mencapai 0,15% terhadap Produk Domestik Regional Bruto Kabupaten Garut. Kata-kata kunci: kecelakaan lalu lintas, biaya kecelakaan, transportasi publik, karakteristik kecelakaan","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"93 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116101507","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

{"title":"KAJIAN TARIF PEMADU MODA YOGYAKARTA INTERNASIONAL AIRPORT","authors":"I. Basuki, Amos Setiadi, Benidiktus Susanto","doi":"10.26593/JT.V19I2.3468.111-120","DOIUrl":"https://doi.org/10.26593/JT.V19I2.3468.111-120","url":null,"abstract":"Abstract Yogyakarta International Airport in Temon, Kulon Progo, is projected as a replacement for Yogyakarta Adisu-tjipto International Airport. This new airport requires an intermodal passenger transport, which is a mode of transportation that needs to be prepared to connect the airport with the supporting cities served. In this study, a questionnaire survey involving 1,000 respondents was conducted. The survey was conducted at Adisutjipto Airport to find out the origin and destination of passengers in using the mode of transportation to and from Yogyakarta International Airport. Based on the origin and destination data, a map of the airport service area is made. The proportion of the choice of transportation mode was used as the basis of the potential passenger demand for a route. The route of intermodal transportation is found to be from and goes to 10 points, namely Borobudur, Kebumen, Magelang, Purwokerto, Purworejo, Temanggung, Wates/Sentolo, Wonosari, Wonosobo, and Yog-yakarta. The operational costs of intermodal passenger transport are Rp9,570.53 per kilometer. The average passenger fare per kilometer is Rp1,042.07. The tariff for various routes is more realistic in describing the distance, with an average deviation of Rp38.24 and a range of Rp141.55. Keywords: intermodal passenger transport, airport, tariffs, operational costs  Abstrak Yogyakarta International Airport di Temon, Kulon Progo, diproyeksikan sebagai pengganti Bandar Udara Internasional Adisutjipto Yogyakarta. Bandar udara baru ini membutuhkan angkutan pemadu moda, yaitu suatu moda transportasi yang perlu dipersiapkan untuk menghubungkan bandar udara tersebut dengan kota-kota pendukung yang dilayani. Pada kajian ini dilakukan survei kuesioner yang melibatkan 1.000 responden. Survei dilakukan di Bandar Udara Adisutjipto untuk mengetahui asal tujuan dan keinginan penumpang dalam meng-gunakan moda transportasi untuk menuju dan dari Yogyakarta International Airport. Berdasarkan data asal dan tujuan dibuat peta daerah pelayanan bandar udara. Proporsi kemauan pemilihan moda transportasi menjadi dasar demand potensi penumpang untuk rute trayek. Rute trayek pemadu moda yang diperoleh berasal dan menuju ke-10 titik, yaitu Borobudur, Kebumen, Magelang, Purwokerto, Purworejo, Temanggung, Wates/Sentolo, Wono-sari, Wonosobo, dan Yogyakarta. Biaya Operasional Pemadu Moda adalah sebesar Rp9.570,53 per kilometer. Rata-rata tarif penumpang per kilometer adalah Rp1.042,07. Besaran tarif untuk berbagai rute trayek lebih realistis dalam menggambarkan jarak tempuhnya, dengan simpangan rata-rata Rp38,24 dan rentang sebesar Rp141,55. Kata-kata kunci: angkutan pemadu moda, bandar udara, tarif, biaya operasional","PeriodicalId":108673,"journal":{"name":"Jurnal Transportasi","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133511720","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}