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Prof. Wimpy Santosa, Ph.D
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Jurnal Transportasi
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 16 Documents
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Search results for , issue " Vol 12, No 2 (2012)" : 16 Documents clear
PERMODELAN BIAYA KEMACETAN PENGGUNA MOBIL PRIBADI DENGAN VARIASI NILAI KECEPATAN AKTUAL KENDARAAN Sugiyanto, Gito
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (215.382 KB) | DOI: 10.26593/jt.v12i2.480.%p

Abstract

Traffic congestion is a situation when the actual speed of the vehicle is under the free flow speed. This situation resulted in losses for road users, which can be an increase in fuel consumption, time wasted, and environmental pollution. The purpose of this study is to develop a model for the congestion charge for private car users for a variety of time values and the actual vehicle speed in the corridor of Jalan Malioboro, Yogyakarta. Congestion charge is the difference between the generalized transportation cost on the free flow speed condition and the generalized transportation cost on the actual speed condition. The generalized transportation cost consists of vehicle operating costs, travel time costs, and the pollution cost. This study found that the cost of congestion for private car users in Malioboro, Yogyakarta, for respondents with a trip to the Malioboro as a destination is IDR 4,009.15 / trip and for through traffic respondents is IDR 4,224.29/trip. Moreover, the congestion cost model for private car users in Malioboro corridor is an exponential function.Keywords: congestion cost, generalized cost, actual speed, free flow speedAbstrak
MODEL PERANGKAT LUNAK MONITORING DAN EVALUASI IMPLEMENTASI STANDAR MUTU JALAN DAERAH Taufik Mulyono, Agus; Santosa, Wimpy; Budi Suparma, Latif
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2036.087 KB) | DOI: 10.26593/jt.v12i2.471.%p

Abstract

One of the root problems causing early damages on provincial and district roads is road administrators’ and developers’ low compliance against the road standards. To deal with this issue, a systemic logic model has been developed to facilitate the monitoring and the evaluation analyses of road standards implementation. The model was written in Java Runtime Environment version 6 and designed to feature portability, acceptability, applicability, and useability. The model was developed based on expert survey and typology analysis to gather and select the determining variables and their indicators.Model application in the case of SNI 03-2853-1992(guidelines on constructing road foundation using crushed stones) implementation is demonstrated in this paper.The results showed 58.50% of the sample “own” the standard, 61.18% “understand” the standard, 60.52% “implement” the standard, 51.39% “oversee” the implementation of the standard, and therefore the overall implementation score for the said standard was 59.08%. The model developed in this study has the potentials to provide recommendations to road administrators on whether or not a standard needs revision or even abolition.Keywords: evaluation, monitoring, quality standard, provincial and local roads
PENGARUH PENGGUNAAN SABUK PENGAMAN PADA PENGEMUDI DALAM KASUS TABRAKAN FRONTAL Kushari, Berlian; Aniwattakulchai, Pakorn
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (771.422 KB) | DOI: 10.26593/jt.v12i2.482.%p

Abstract

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.
PERKEMBANGAN KEBIJAKAN PEMBIAYAAN INFRASTRUKTUR TRANSPORTASI BERBASIS KERJASAMA PEMERINTAH SWASTA DI INDONESIA Susantono, Bambang; Ali Berawi, Mohammed
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (523.219 KB) | DOI: 10.26593/jt.v12i2.475.%p

Abstract

Transportation infrastructure development is one of the vital aspects needed to improve the economic growth of a country. In Indonesia, transportation infrastructure development in the next 15 years requires an estimated investment of IDR 1,785 trilion. This figure includes IDR 339 trilion investment for roads, IDR117 trilion for ports, IDR 32 trilion for airports, and IDR 326 trilion for railways. Public Private Partnership (PPP) approach is used in the infrastructure development program as an alternative to finance transportation infrastructure projects in Indonesia. This paper aims to discuss the historical development of PPP policy inIndonesia in an effort to create Value for Money in the infrastructure development projects. Furthermore, various studies on the key success factors of successful implementation of PPP schemes in other countries and the strategic action from Indonesian government to produce a range of policies that support the implementation of the PPP scheme since 1998-2012 are also discussed.Keywords: Public Private Partnership, transportation infrastructure, project financing.
PERMODELAN KEBUTUHAN TRANSPORTASI MASSAL GUIDED BUSWAY MENGGUNAKAN STRUCTURAL EQUATION MODELING Supriyatno, Dadang; Sulistio, Harnen; Djakfar, Ludfi; Wicaksono, Achmad
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (240.997 KB) | DOI: 10.26593/jt.v12i2.484.%p

Abstract

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.
PENGARUH PENAMBAHAN BUTON GRANULAR ASPHALT PADA CAMPURAN BETON ASPAL TERHADAP MODULUS RESILIEN DAN GRADASI R. Agah, Heddy; P. Hadiwardoyo, Sigit
Jurnal Transportasi Vol 12, No 2 (2012)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (659.136 KB) | DOI: 10.26593/jt.v12i2.477.%p

Abstract

Buton Asphalt is a natural asphalt which has advantages because it contains minerals and asphalt, even though its asphalt content does not completely meet the specification as a binder of asphalt concrete. Various studies of the Buton Asphalt usage have been carried out. This paper presented the results of a study on asphalt concrete mixtures using materials of Buton Granular Aggregate (BGA), treating the BGA as aggregates, with the BGA content of 5% and 7%. Mixtures and specimens were analyzed to investigate the effects of BGA on the performance of asphalt concrete. The results showed that the indirect tensile strength for the mixture with BGA of 5% is higher than that obtained in the those with BGA content of 7%.Keywords: natural asphalt, asphalt concrete, Buton Granular Asphalt, indirect tensile strength.

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