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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

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KUALITAS TINGKAT PELAYANAN MINIMUM TERMINAL KARGO DOMESTIK BANDAR UDARA Sitti Subekti; Heddy R. Agah; Endang Widjajanti
Jurnal Transportasi Vol. 12 No. 3 (2012)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Quality of cargo management services is primary consumer expectation indicator measured by the dimension model and the minimum service time. Likert scale of five levels is use, analyzed with Important Performance Analysis and Performance Analysis Approach to portray the user perception and expectation. Five dimensions of quality aspect are selected such as reliability, responsiveness, assurance, empathy, and physical evidence. Two air cargo companies operating at Jakarta International Airport Soekarno Hatta are selected as respondents with sample sizes of 46 and 33 are observed. A grid with four quadrants is developed. The result shows that the two operator need improvement to reach minimum service time of 30 minutes. The existing system is in a range between 46 to 51.51 minutes to finish all system services steps. To reach the minimum service time, the operator management, equipment, and tools must be improved.Keywords: Domestic terminal, cargo, service quality, Importance Performance Analysis

Cover Kulit dan Daftar Isi 8-2 Cover Daftar Isi
Jurnal Transportasi Vol. 8 No. 2 (2008)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Cover Kulit dan Daftar Isi 8-2

KEBIJAKAN SISTEM TRANSPORTASI BARANG MULTIMODA DI PROVINSI NANGGROE ACEH DARUSSALAM Sofyan M. Saleh; Ade Sjafruddin; Ofyar Z. Tamin; Russ Bona Frazila
Jurnal Transportasi Vol. 10 No. 1 (2010)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

More than 95% of freight movement in the Province of Aceh is done by the road mode. As most of the land in the province is surrounded by sea, the freight movement could have been done by sea transportation. Railway was already in the Province of Aceh long time ago, it began to operate in 1906, but the operation was closed in 1982. The Central Government and the Aceh Provincial Government want to revitalize the railway and there is also a plan to build a new Jalan Raya from Banda Aceh to North Sumatra border. However, there is a constraint in the costs of building these infrastructures so that multimodal and intermodal transportation can not take place. As a result, road transportation remains to be a major transport choice and this condition is even worse with vehicles on the road also tend to carry overload. This study was conducted in connection with the overload effect of the freight transport using trucks and how these trucks cause road deterioration and increase road maintenance costs in the Province of Aceh. The results suggest that multimodal/intermodal freight transportation, specifically road and railroad combined transport, could provide more efficient freight transport and, most likely, is the best option for the province.Keywords: freight transportation, multimodal/intermodal transportation, overload

PENGARUH KEGIATAN LAIN PADA TROTOAR TERHADAP TINGKAT PELAYANAN TROTOAR DAN KARAKTERISTIK BERJALAN PEJALAN KAKI: STUDI KASUS DI PUSAT KOTA MALANG Lasmini Ambarwati; Amelia K. Indriastuti
Jurnal Transportasi Vol. 6 No. 1 (2006)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstrak Trotoar merupakan lajur khusus untuk pejalan kaki. Kenyataannya, fungsi trotoar telah banyak berubah dengan adanya kegiatan yang tidak semestinya, terutama karena PKL. Makalah ini bertujuan untuk mengidentifikasi faktor yang berpengaruh terhadap karakteristik berjalan pejalan kaki, mengetahui tingkat pelayanan trotoar, mengetahui probabilitas pejalan kaki yang berpindah ke bahu jalan, dan menentukan faktor hambatan samping ruas jalan akibat pergerakan tersebut.Dengan adanya kegiatan lain yang tidak semestinya pada trotoar maka (1) keselamatan merupakan faktor yang paling mempengaruhi karakteristik berjalan; (2) kecepatan rata-rata pada trotoar terdekat dengan CBD adalah 65.08 m/menit (off-peak hour) dan 38.01 m/menit (peak hour), sedangkan tingkat arus pejalan kaki tertinggi sebesar 66.11 orang/menit/m (off peak hour) dan 153.4 orang/menit/m (peak hour) yaitu pada pusat perbelanjaan Mitra I, sehingga tingkat pelayanan trotoar D (off peak hour) dan F (peak hour); (3) faktor yang signifikan dalam pemilihan rute berjalan adalah keselamatan, kenyamanan, kelancaran, tingkat kemacetan dan waktu berjalan, sedangkan probabilitas pejalan kaki menggunakan bahu jalan adalah 69% dari total volume pejalan kaki, dengan fungsi utilitasnya adalah Uti = 11.356 - 5.98 keselamatan + 2.86 kenyamanan + 3.28 kelancaran - 3.152 tingkat kemacetan - 2.39 waktu berjalan; (4) frekuensi berbobot untuk hambatan samping tergolong tinggi (600 kejadian/jam/200 m), sehingga faktornya menjadi 0.82-0.95 (off-peak hour) dan 0.73-0.91 (peak hour) dan kapasitas jalan akan turun 5-18% (off-peak hour) dan 9-17% (peak hour).Kata-kata kunci: pejalan kaki, tingkat pelayanan trotoar, probabilitas pemilihan lokasi berjalan

EVALUATION OF ROAD ROUGHNESS AND ROAD DETERIOATION Ludfi Djakfar; Gigih Adi Prabowo; Achmad Wicaksono; Vita Dwi Rahmawati
Jurnal Transportasi Vol. 13 No. 3 (2013)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

There are two road condition survey methods commonly used, the roughness-based equipment such as NAASRA and the distress and severity type road evaluation method as presented by ASTM D-6433. The objective of the study is to evaluate the relationship between road condition obtained from roughness type equipment and road distress. To achieve the objective, a condition survey using the two methods were performed on two road segments in the East Java Provincial road system. Data obtained from the field was evaluated to obtain International Roughness Index (from NAASRA) and Present Condition Index value (from field condition survey). The results show that the two methods provide a comparable result when the distress type is of un-even surface such as rutting and bumping. A slight different result is observed when the major distress occurred in the road is of crack-type such as fatigue and block cracking.

EVALUASI KINERJA PELAYANAN PERUSAHAAN ANGKUTAN PARIWISATA DAN ANGKUTAN SEWA DI PROVINSI JAWA TIMUR Mohammad Rizal Firmansyah; Nunung Nuring Hayati; Januar Ferry Irawan; Sonya Sulistyono
Jurnal Transportasi Vol. 17 No. 1 (2017)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract In line with improvement of economic conditions and enhancement of the tourism sector in East Java, the potential tourism market and its industries became a target of businesses in the transport sector, especially the tourism travel and rental transportation. This service was predicted to grow rapidly during the development in tourism sector. Therefore, the construction of transport infrastructures became an important issue to support the tourism sector. Not only Central Government, but also Provincial and Regency/City Government have a role in accordance with their respective authorities to plan, formulate policies, control and supervise the implementation of efficient and reliable transport systems. To improve the quality of tourism and rent service, performance evaluation of the companies should be conducted regularly. Keywords: tourism and rent transport, performance evaluation, services, performance Abstrak Seiring dengan membaiknya kondisi perekonomian dan meningkatmya sektor pariwisata di Jawa Timur, potensi pasar dunia pariwisata dan industri turunannya mulai menjadi incaran para pelaku usaha di sektor transportasi, khususnya angkutan pariwisata dan angkutan sewa. Layanan ini diprediksi tumbuh dengan cepat seiring perkembangan dunia pariwisata. Oleh karena itu, pembangunan prasarana transportasi menjadi penting untuk mendukung sektor pariwisata ini. Tidak hanya Pemerintah Pusat, namun juga Pemerintah Provinsi, dan Pemerintah Kabupaten/Kota mempunyai peran sesuai cakupan kewenangannya masing-masing untuk menyusun rencana, merumuskan kebijakan, mengendalikan, dan mengawasi perwujudan sistem transportasi yang efisien dan handal. Untuk meningkatkan layanan angkutan wisata dan angkutan sewa, diperlukan evaluasi kinerja secara teratur terhadap kinerja pelayanan perusahaan angkutan pariwisata dan angkutan sewa. Kata-kata kunci: angkutan pariwisata dan angkutan sewa, evaluasi kinerja, layanan, kinerja

POTENSI REVITALISASI TRANSPORTASI SUNGAI DI PROVINSI LAMPUNG R. Didin Kusdian
Jurnal Transportasi Vol. 11 No. 2 (2011)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

The river provides a natural potential as a medium of movement for water vehicles such as boat or ship. Especially for the transport of goods, the revitalization of river transport can play an important role in load reduction in land transport by truck, so as to reduce the acceleration of road damage caused by truck traffic loads. To implement the river transport revitalization in the Province of Lampung, it is required the design and production of ships that have special characteristics that are suitable for a wide but shallow river.Key words: river transportation, load of land transportation, road damage, ship design.

A REVIEW OF THE TRAVEL BEHAVIOR ANALYSIS: ITS BASIS AND APPLICATION FOR DEVELOPING CITIES Tri Basuki Joewono; Yusak O. Susilo; Ari K. M. Tarigan
Jurnal Transportasi Vol. 8 No. 1 (2008)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract Travel, most often viewed in theory as derived from the demand for activity participation, has almost always been modeled on the trip-based basis, i.e., the trip is treated as the unit of analysis. Attributes of a trip (e.g., its origin and destination, mode, length) have been the subjects of analysis, but not the types of activities engaged in, their durations, sequences, and timing. This paper offers a brief review of the travel behavior analysis in order to provide a better understanding and forecasting of travel behavior. The article further offers discussions on its possible applications in urban areas of developing countries where historical accumulations of transportation and communications technologies are being introduced within a short span of time, creating the environment for travel which may not be properly accounted for using the conventional trip-based models of travel demand. In addition, the dataset from Malaysia was employed as a case of study.Keywords: travel behavior, travel, demand, transportation planning, developing cities.

KETAHANAN DEFORMASI CAMPURAN BERASPAL MODIFIKASI POLIMER HANGAT DENGAN BAHAN ADITIF ZEOLIT ALAM Ani Tjitra Handayani; Bagus Hario Setiaji; Sri Prabandiyani R. Wardani
Jurnal Transportasi Vol. 15 No. 2 (2015)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Abstract Polymer modified asphalt mixture can be developed using warm mix technology by adding the mixture using synthetic or natural additives. This mixture can increase the deformation resistance with lower temperature in the process of mixing and compaction. This study proposes the development of warm Polymer Modified Asphalt mix with natural zeolite, which is natural additives from Bayat (Central Java), and the performance of the mixture, in terms of volumetric and mechanical properties, and deformation resistance, which was evaluated using the Marshall method and wheel tracking test. The results showed that the Polymer Modified Asphalt mix with 1 % of natural zeolite have a Marshall stability greater than that of Polymer Modified Asphalt mix without zeolite. Wheel tracking test at 60 °C shows that Polymer Modified Asphalt mix with 1 % of natural zeolite showed better performance than that without zeolite. Keywords: deformation resistance, warm asphalt mix, polymer modified asphalt, natural zeolite Abstrak Campuran beraspal modifikasi polimer dapat dikembangkan menggunakan teknologi campuran hangat dengan menambahkan campuran dengan bahan aditif sintetis atau alami. Campuran ini dapat meningkatkan ketahanan deformasi dengan temperatur yang lebih rendah dalam proses pencampuran dan pemadatan. Penelitian ini mengusulkan pengembangan campuran beraspal modifikasi polimer hangat dengan menggunakan zeolit alam, yang merupakan aditif alami yang berasal dari Bayat (Jawa Tengah), dan kinerja campuran, dalam hal volumetrik dan sifat mekanik, serta ketahanan deformasi, yang dievaluasi menggunakan metode Marshall dan uji wheel tracking. Hasil penelitian ini menunjukkan bahwa campuran beraspal modifikasi polimer dengan 1 % zeolit alam memiliki stabilitas Marshall lebih besar daripada campuran beraspal modifikasi polimer tanpa zeolit. Pengujian wheel tracking pada temperatur 60 °C menunjukkan bahwa campuran beraspal modifikasi polimer dengan 1 % zeolit alam mempunyai kinerja yang lebih baik daripada campuran beraspal modifikasi polimer tanpa zeolit. Kata-kata kunci: ketahanan deformasi, campuran beraspal hangat, aspal modifikasi polimer, zeolit alam

PERMODELAN KEBUTUHAN TRANSPORTASI MASSAL GUIDED BUSWAY MENGGUNAKAN STRUCTURAL EQUATION MODELING Dadang Supriyatno; Harnen Sulistio; Ludfi Djakfar; Achmad Wicaksono
Jurnal Transportasi Vol. 12 No. 2 (2012)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Transportation problem is complex because the growth of road infrastructure is not proportional to the increase in the number of travels. This is indicated by the increasing levels of private vehicle ownership, numer of trips, insufficient of public transport services, and limited road infrastructure. In this study, the pattern of mass transit, as stated in Law No. 22 of 2009, was examined. Analyses were performed using Confirmatory Factor Analysis and Structural Equation Modeling. The results showed that the variables of Travel Origin and Destination, Travel Patterns, Willingness, and Ability to Pay explained approximately77.0% of the variation in the Guided Busway Needs variable. In addition, Travel Origin and Destination, Travel Patterns, and Willingness and Ability to Pay have positive and significant impact on the Guided Busway Needs.Keywords: mass transit, guided busway, origin destination travel, travel patterns, willingness and ability topay.

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Prof. Wimpy Santosa, Ph.D

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Location
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Jawa barat

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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