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Jurnal Transportasi

journaltransportasi
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Published by Universitas Katolik Parahyangan

ISSN : 14112442 EISSN : 26151146 DOI : -

Core Subject : Engineering,

Transportation

Jurnal Transportasi adalah jurnal ilmiah di bidang ilmu transportasi yang diterbitkan tiga kali setahun oleh Forum Studi Transportasi antar-Perguruan Tinggi (FSTPT). Makalah-makalah yang dimuat di jurnal ini merupakan makalah-makalah terbaik dari Simposium FSTPT yang diadakan setiap tahun. Selain sebagai wadah komunikasi ilmiah, penerbitan Jurnal Transportasi juga bertujuan untuk menyebarluaskan hasil-hasil penelitian yang berkaitan dengan bidang ilmu transportasi. Jurnal Transportasi terakreditasi yang kedua kali berdasarkan Keputusan Direktur Jenderal Pendidikan Tinggi, Kementerian Pendidikan Nasional Republik Indonesia, Nomor 51/DIKTI/ Kep/2010 tanggal 5 Juli 2010.

Arjuna Subject : Umum - Umum

Articles 1,071 Documents

80 81 82 83 84

KELAYAKAN FINANSIAL LAYANAN OJEK DI KABUPATEN WONOGIRI JAWA TENGAH Dewi Handayani; Ria Asih Ariyani Soemitro; Indrasurya Budisatrya Mochtar; Bambang Riyanto
Jurnal Transportasi Vol. 11 No. 2 (2011)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Ojek (motorcycle paratransit) is one form of paratransit in Indonesia, using a motorcycle rented by a person and gives the person a lift. By evaluating the feasibility of ojek services, the sustainability of ojek as a mode of transportation in a rural area can be determined. This research was conducted on ojek services in Wonogiri, Central Java Province. The results indicate that the investment of ojek services for rural areas is feasible to be implemented because it meets the feasibility criteria used in the analysis. The prospect of the existence of ojek in the rural areas in the future is also quite good and is expected to take place for long time, especially in areas with limited formal employment, relatively low education level of job seekers, and low-wage workers.Keywords: paratransit, ojek, rural transportation, feasibility analysis.

SENSITIVITY ANALYSIS OF TRANSPORTATION PRODUCTION COSTS IN INDONESIA Ade Sjafruddin; Henry Armijaya; Agung Rahardjo; Ari Sarif Munandar
Jurnal Transportasi Vol. 8 No. 1 (2008)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract The transportation production cost (TPC) considerably has strong influence to the national economic condition. This paper focused on the analysis of the transportation production cost sensitivity in relation to the variation of the external affecting factor, which are fuel price, rupiah exchange rate and Bank of Indonesia interest rate. Based on the R2 values, the TPC components in general have significant correlation, with the fuel prices. However, they do not have high correlation to the fluctuation of interest rate and rupiah exchange rate. The sensitivity analysis shows that a 10% rise on fuel price would cause 6%, 2%, 7%, 2.4%, and 4.9% rise on the TPC of intercity bus, ferry ship, interisland ship, train, and airline, respectively.Keywords: sensitivity analysis, transportation production cost, external affecting factor.

BIAYA PENANGANAN JALAN NASIONAL BERDASARKAN KONDISI KERUSAKAN JALAN DAN MODULUS EFEKTIF PERKERASAN PADA RUAS JALAN NASIONAL DI DEMAK Femy Arizona; Agus Taufik Mulyono
Jurnal Transportasi Vol. 15 No. 2 (2015)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract The selection methods for pavement handling in Indonesia are often less precise. Handling of road damage with an overlay calculated based on the effective modulus of pavement is often chosen as a quick solution. However the road handling related to the structural damage cannot be done only with the overlay because pavement structural repairs are needed and, if this is not done, the pavement damaged will occur quickly. This study was conducted on the road segment Number 017.11 (K), Jalan Bypass, in Demak, to identify the type of damage, severity, and quantity of damage. The results were then analyzed using the PCI method for determining the repair option costs. Then a cost comparison was performed on the overlay cost based on the pavement effective modulus using the AASHTO (1993) method with the overlay cost based on the Bina Marga (2005) method. The results can be taken into consideration in determining the road maintenance program so that the handling of road damage becomes more precise and optimal. Keywords: road pavement, road damage, pavement effective modulus, overlay Abstrak Pemilihan metode penanganan kerusakan perkerasan jalan di Indonesia sering kurang tepat. Penanganan kerusakan jalan dengan overlay yang dihitung berdasarkan modulus efektif perkerasan sering dipilih sebagai solusi cepat untuk menangani kerusakan jalan. Tetapi penanganan kerusakan jalan yang bersifat struktural tidak bisa dilaksanakan hanya dengan overlay karena diperlukan perbaikan struktural perkerasan tersebut dan bila hal ini tidak dilaksanakan, perkerasan akan mengalami kerusakan dengan cepat. Penelitian ini dilakukan dengan melaksanakan survei kondisi kerusakan jalan pada ruas nomor 017.11(K), Jalan Bypass, di Demak, untuk mengidentifikasi jenis kerusakan, tingkat keparahan, dan kuantitas kerusakan. Hasil survei selanjutnya dianalisis menggunakan metode PCI untuk menentukan opsi perbaikan beserta kebutuhan biayanya. Kemudian dilakukan perbandingan kebutuhan biaya overlay yang dianalisis berdasarkan modulus efektif perkerasan menggunakan metode AASHTO (1993) dengan kebutuhan biaya overlay yang dianalisis dengan metode Bina Marga (2005). Hasil penelitian ini dapat dijadikan pertimbangan dalam menentukan program pemeliharaan jalan sehingga penanganan kerusakan jalan menjadi lebih tepat dan optimal. Kata-kata kunci: perkerasan jalan, kerusakan jalan, modulus efektif perkerasan, pelapisan ulang

PENGARUH PENGGUNAAN SABUK PENGAMAN PADA PENGEMUDI DALAM KASUS TABRAKAN FRONTAL Berlian Kushari; Pakorn Aniwattakulchai
Jurnal Transportasi Vol. 12 No. 2 (2012)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

A post-crash two-step analysis was performed on a fatal road accident involving a single-occupant pick-up truck that hit a concrete barrier in an almost perpendicular (frontal) direction. Firstly, the crash event was reconstructed to estimate the value of related parameters, such as collision speed, angle, speed of separation, and collision impulse time. Subsequently, models were developed to study the involved injury mechanismemphasizing on simulating the effects of using seatbelt to the occupant’s body during the collision. Accident reconstruction was carried out using VistaFX3 package software, while MADYMO package software was used in the study of injury mechanism. The results show that the acceleration rate suffered by occupant’shead and thorax (chest) could have been significantly reduced if the seatbelt were used properly.Keywords: traffic accident, safety belt, vehicle speed.

STUDI KINERJA SIMPANG TAK BERSINYAL YANG TIDAK SEBIDANG DI KOTA MAKASSAR: STUDI KASUS SIMPANG JALAN URIP SUMOHARJO-JALAN LEIMENA Y. Haryanto P.; Nur Ali; Muralia Hustim
Jurnal Transportasi Vol. 4 No. 1 (2004)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstrak Pada simpang tak bersinyal, khususnya simpang tak sebidang sering dijumpai titik-titik konflik arus lalu lintas yang mengakibatkan kemacetan arus lalu lintas, sebagai contoh kasus di kota Makassar yang terjadi pada persimpangan Jln. Urip Sumoharjo-Jln. Leimena. Timbulnya Kemacetan arus lalu lintas pada simpang ini, dominan dipengaruhi oleh banyaknya kendaraan bermotor seperti motor dan angkutan umum yang diparkir pada sekitar persimpangan dan adanya pengemudi yang melanggar rambu lalu lintas yang ada. Dalam konteks pemecahan masalah tersebut, maka terlebih dahulu perlu diketahui karakteristik dan kinerja lalu lintas pada persimpangan tersebut. Untuk itu, studi bertujuan menganalisis kinerja simpang tak bersinyal yang tidak sebidang tersebut.Pengumpulan data studi meliputi volume lalulintas, data geometrik, dan data faktor-faktor penyesuaian jalan. Metode pengambilan data arus lalu lintas dilakukan secara manual selama empat hari yaitu hari Senin, Kamis, Jumat dan Minggu, yang dimulai dari pukul 07.00 WITA sampai dengan pukul 18.00 WITA untuk setiap hari survei. Analisis data didasarkan pada MKJI (1997), dengan fokus parameter kinerja adalah volume (Q), kapasitas (C) dan derajat kejenuhan (DS).Hasil analisis dan evaluasi data selama empat hari survei memperlihatkan volume rata-rata lalu lintas (Q) yang terjadi sebesar 6.589,76 smp/jam dengan kapasitas rata-rata maksimum (C) persimpangan terjadi pada saat periode jam puncak siang sebesar 3.318,31 smp/jam. Adapun nilai rata-rata derajat kejenuhan (DS) lebih besar dari 0,75 (DS > 0,75), yang berarti bahwa simpang tak sebidang tersebut memiliki kinerja yang jelek.Kata-kata kunci: simpang tak bersinyal, tak sebidang, volume, kapasitas, derajat kejenuhan

Ucapan Terima Kasih Volume 15 Ucapan Terima Kasih
Jurnal Transportasi Vol. 15 No. 3 (2015)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Ucapan Terima Kasih Volume 15

INDIKATOR PARTISIPASI MASYARAKAT DALAM SISTEM TRANSPORTASI BERKELANJUTAN Herman Herman
Jurnal Transportasi Vol. 11 No. 1 (2011)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Sustainable transport system should be able to provide physical access to places of employment, health, education, recreation, and other places associated with human life. In addition, sustainable transport must also support the economic growth and poverty reduction. The purpose of this study is to identify the forms of community participation and develop indicators of community participation in a transportation. A comparison of transport systems in two cities in Indonesia, namely Semarang and Surabaya, is selected as a case study. The results indicate that the forms of community participation in sustainable transportation system include payments of fuel tax, vehicle tax, parking charges, public transport tickets, and road pricing.In addition, there are many indicators that can be used to assess the sustainability of an urban transport system. The results also show that the transport system in Surabaya is better than that found in Semarang.Keywords: sustainable transport system, transportation system indicators, community participation.

TINGKAT KETAATAN PENGEMUDI SEPEDA MOTOR DALAM PENGGUNAAN LAJUR JALAN PADA BERBAGAI KONDISI ARUS LALULINTAS Reza Sunggiardi; Leksmono S. Putranto; Robby Ariwibowo
Jurnal Transportasi Vol. 7 No. 2 (2007)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract A rapid increase of motorcycle ownership in the last twenty years made a decline to the road safety. This condition led Jakarta government to announce a policy for motorcycles to ride on leftmost lane on the road effectively by January 2007. Therefore, this paper analyzes the obedient of motorcyclist to the policy after about 4 months officially announced in various traffic conditions. This paper analysis is based on the 24 hours observation on both directions of Letjen. S. Parman Arterial Road using video recorder. First of all the distribution of motorcycles across the lanes are analyzed. Furthermore, the percentages of motorcycle in the leftmost lane on different time periods and different V/Cs are compared using t-test. Additionally a Pearson correlation analysis is also conducted between the percentage of motorcycle in the leftmost lane and several other variables. The results shows about 46 percent of motorcyclists obey the policy. The analysis also shows that there are significant differences between the obedience of motorcyclists in the 10.00-16.00 observation periods and in the 22.00-06.00 observation period.Keywords : lane distribution, motorcycle, Jakarta

KEBIJAKAN MENGATASI KEMACETAN DENGAN BERBAGI WAKTU PADA JAM PUNCAK Erika Buchari
Jurnal Transportasi Vol. 14 No. 2 (2014)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Palembang is a capital city of South Sumatera, which has density of 4,020 people per square kilometer in 2012. Economic growth has given influences on traffic and as a result congestions happen in many roads. The aim of this study is to get the characteristics of congestion period and to divide congestion period by providing alternative work schedules in Palembang City. The method and analysis used is descriptive and matrix analysis. The results obtained from this study show that the peak hours occur between 05.00 and 09.00 in the morning. By adopting Transport Demand Management, staggered shift, two scenarios of sharing congestion periods are obtained. The first scenario suggests that the work schedule for government officials and labors (209,448 people) is 07.30 to 16.00 while the schedule for traders and students (233,086 people) is 09.00 to 17.30. The second scenario suggests that the work schedule for government officials and students (241,812 people) is 07.30 to 16.00 while the schedule for traders and labors (124,361 people) is 09.00 to 17.30. Keywords: Transport Demand Management, work schedule, peak hour Kota Palembang, ibukota Provinsi Sumatera Selatan, mempunyai kepadatan penduduk 4.020 orang/km2 pada tahun 2012. Banyaknya produksi hasil alam dari bumi Sriwijaya ini mengakibat geliat pertumbuhan ekonomi cukup tinggi yang mengakibatkan terjadi kemacetan lalulintas di banyak ruas jalan di Palembang. Tujuan penelitian ini adalah untuk mengetahui karakteristik waktu macet dan merancang pembagian waktu pada jam sibuk di Palembang. Analisis yang dilakukan menggunakan metode deskripsi dan matriks. Hasil yang diperoleh menunjukkan bahwa karakteristik jam sibuk di kota Palembang terjadi antara jam 05.00-09.00 pagi. Dengan mengadopsi model Transportation Demand Management, staggered shift, dihasilkan dua skenario pembagian waktu untuk mengurangi kemacetan lalulintas. Pada skenario pertama pegawai negeri sipil dan buruh, yang berjumlah 209.448 orang, bekerja antara jam 07.30 sampai jam 16.00 sedangkan pedagang dan murid/mahasiswa, yang berjumlah 233.086 orang, jam 09.00 sampai 17.30. Skenario kedua adalah mengatur PNS dan murid/mahasiswa, yang berjumlah 241.812 orang, bekerja atau sekolah jam 07.30 sampai 16.00 sedangkan pedagang dan buruh, yang berjumlah 124.361 orang, bekerja mulai jam 09.00 sampai 17.30. Kata-kata kunci: Transport Demand Management, jadwal kerja, jam puncak

CAMPURAN BERASPAL MENGGUNAKAN RECLAIMED ASPHALT PAVEMENT DAN AGREGAT SLAG BAJA Rindu Twidi Bethary; Bambang Sugeng Subagio; Harmein Rahman
Jurnal Transportasi Vol. 18 No. 2 (2018)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract Material constraints and increasing demand for road construction materials have resulted in high construction costs and road rehabilitation, so alternative materials are needed, such as recycled asphalt and potential waste utilization, such as steel slags. This study is a literature study, with the aim of evaluating and controlling the performance of asphalt mixtures using Reclaimed Asphalt Pavement and steel slag, as a substitute for aggregate. The Reclaimed Asphalt Pavement material generally has aging which causes an increase in stiffness during the structural life and reduced adhesion to asphalt. This can be prevented by steel slag material, which has a rough surface and texture, so as to prevent cracks due to internal friction of the mixture. The overall use of Reclaimed Asphalt Pavement materials and steel slag can improve mixture performance and resistance to fatigue. Keywords: asphalt mixture, reclaimed asphalt pavement, steel slag, flexible pavement Abstrak Keterbatasan material dan meningkatnya permintaan material konstruksi jalan menyebabkan tingginya biaya pembangunan maupun rehabilitas jalan, sehingga diperlukan material alternatif, seperti daur ulang aspal dan pemanfaatan potensi limbah, seperti slag baja. Penelitian ini merupakan suatu kajian literatur, dengan tujuan melakukan evaluasi dan pengendalian kinerja campuran beraspal yang menggunakan Reclaimed Pavement Asphalt (RAP) dan slag baja sebagai bahan pengganti agregat. Material RAP umumnya telah mengalami penuaan yang menyebabkan peningkatan kekakuan selama umur struktur dan sifat adhesi terhadap aspal berkurang. Hal ini dapat dicegah oleh material slag baja, yang memiliki permukaan dan tekstur yang kasar, sehingga dapat mencegah terjadinya retak akibat gesekan internal campuran. Penggunaaan material RAP dan slag baja secara keseluruhan dapat meningkatkan kinerja campuran dan ketahanan terhadap kelelahan. Kata-kata kunci: campuran beraspal, reclaimed pavement asphalt, slag baja, perkerasan lentur

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Prof. Wimpy Santosa, Ph.D

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Jl. Ciumbuleuit No. 94 Bandung 40141, Indonesia

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Abstract

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Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name Prof. Wimpy Santosa, Ph.D

Contact Email wimpy@unpar.ac.id

Phone +62222042004

Journal Mail Official fstpt7@unpar.ac.id

Editorial Address Jl. Ciumbuleuit No. 94 Bandung 40141, Indonesia

Location Kota bandung, Jawa barat INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
Prof. Wimpy Santosa, Ph.D

Contact Email
wimpy@unpar.ac.id

Phone
+62222042004

Journal Mail Official
fstpt7@unpar.ac.id

Editorial Address
Jl. Ciumbuleuit No. 94 Bandung 40141, Indonesia

Location
Kota bandung,

Jawa barat

INDONESIA