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Jurnal Proyek Teknik Sipil
Published by Universitas Diponegoro
ISSN : -     EISSN : 26544482     DOI : -
Core Subject : Engineering,
Jurnal Proyek Teknik Sipil is an open access journal (e-journal) that focusing in scientific work in the field of Appllied Civil Engineering that can be product of researches, literature review, or case study including Construction and Building Material, Construction Management, Geotechnical Engineering, Highway and Transportation Engineering, Hydraulic and Water Resource Engineering, and Structural Engineering. The articles are published twice in a year, in March and September. All manuscripts are welcome in Bahasa Indonesia. This journal is developed by Civil Engineering Department, Vocational School of Diponegoro University.
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Articles 5 Documents
Search results for , issue "Vol 1, No 1 (2018): September" : 5 Documents clear
KINERJA PELAYANAN INFRASTRUKTUR JALAN NASIONAL DI KAWASAN WISATA Nugroho, Anjang; Nicholas, Nicholas
Jurnal Proyek Teknik Sipil Vol 1, No 1 (2018): September
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (836.406 KB) | DOI: 10.14710/potensi.2018.3479

Abstract

Development of tourism areas was planned to support the target of 20 million foreign tourists and 275 million domestic tourists visiting Indonesia in 2019. In order to accommodate these tourists, road infrastructures need to be improved so that its quality and quantity meets the characteristics of tourism area. Importance and satisfaction analysis of road service performance was used as an approach to determine the public road criteria which were needed to be improved. Results showed that the trips security to the tourism area, the placement of signage and the trip convenience were the criteria that have very high importance and satisfaction rating and needs to be continued maintained. However the criteria which were needed to be improved were the number of road lighting and the number of roadside station/rest area.
PENGARUH PENAMBAHAN DAN PERLAKUAN PENYIAPAN RECLAIMED ASPHALT PAVEMENT (RAP) TERHADAP KARAKTERISTIK Suwarto, Fardzanela; Setiadji, Bagus Hario; Supriyono, Supriyono
Jurnal Proyek Teknik Sipil Vol 1, No 1 (2018): September
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (966.426 KB) | DOI: 10.14710/potensi.2018.3489

Abstract

Abstract: The addition of the Reclaimed Asphalt Pavement (RAP) is done by stripping the asphalt mixture on the pavement structure and destroying it into a grained material. The percentage of RAP material addition and treatment of RAP material prior to use as a Job Mix Formula will affect the final result of the asphalt mixture so that the relationship between the asphalt mixture characteristics with the RAP material and the relationship between the asphalt mixture characteristics between the two treatments against RAP with or without the granulator need to be studied. The results of this study show that the addition of RAP material can improve the stability of the asphalt mixture, the optimal value of RAP material addition is between 20% and 30%. In addition, the use of RAP by granulisation process in aggregate mixtures can help to improve stability and mixed stiffness.Keyword: RAP, Asphalt mixture, granulator
ANALISIS NILAI KERUSAKAN DAN PRIORITAS PERBAIKAN JALAN PADA LAPISAN PERMUKAAN KAKU MENGGUNAKAN METODE PCI lenahatu, Jermias ravi; Anggreni, Ida Ayu Ari
Jurnal Proyek Teknik Sipil Vol 1, No 1 (2018): September
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (341.141 KB) | DOI: 10.14710/potensi.2018.3076

Abstract

Road is an infrastructure in support of the economic rate and play a very big role in the progress and development of a region. With the increasing age of roads and roads continuously experiencing the stresses due to traffic loads borne from the initial conditions of the pavement design, the ability of road services will decrease further. Therefore, research is needed to identify road damage in 5 secondary arterial roads of Depok City, West Java. This study aims to determine the condition of roads and the determination of road maintenance priority in 5 secondary arterial roads Depok City. This research uses Pavement Condition Index method (PCI) which is used to know the condition of road and Analytical Hierarchy Process (AHP) method to determine the order of prirotas of road maintenance. The criteria used for decision making are budget, road condition, LHR, regional development and economy. Result of research by PCI method, from 5 road segment, it is found that the most damaged road is Jalan Merawan with PCI value is 23 (Serious). For the determination of road maintenance criteria by AHP method resulted in the criterion of road condition as the highest criterion with a weight of 0,505. From the assessment of each criteria on the 5 road segments found that Access UI access road becomes the first priority with the weight of 0.242.Keywords: AHP, Road Condition, PCI, Priority setting.
APLIKASI MANAJEMEN RISIKO PADA PROYEK JALAN TOL SEMARANG-SOLO RUAS BAWEN-SOLO Nurdiana, Asri; Setiabudi, Bambang
Jurnal Proyek Teknik Sipil Vol 1, No 1 (2018): September
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (853.248 KB) | DOI: 10.14710/potensi.2018.3488

Abstract

At construction project there must be risks. Risk is a consequence of the uncertainty conditions. In construction projects, the risk can’t be predicted as well because there are a lot of uncertainty to predict problems (Nurdiana, 2015). The aims of this paper are to identify the risk from contractor persepction; to analyze the risk from contractor persepction; and to assign the risk respon from contractor persepction at project of Semarang-Solo Highway (segment Bawen-Solo).The primary data were the identification of risk and the assessment of risk (probability and impact of risk) that obtained by interview and questionnaire method. The secondary data were the project document and the previous research. Data analysis was done by Risk Breakdown Structure method.The identification of risks in the Bawen-Solo Highway project is divided into 4 categories, that are technical risk, procurement risk, contractual risk, and managerial risk. The risk identification is 11 risks which are in the risk category above. Based on the risk analysis that has been done, the biggest risk is contractual risk, which is the contract termination due to project delay. From the value of risk that has been analyzed, the majority of risk is at a low risk level (86%), then moderate risk (14%). Based on an analysis of the risk response, 86% of the risk response is accepted, and 14% of the risk response is mitigation.
ANALISIS PENERAPAN APLIKASI INSPEKSI VISUAL JEMBATAN INVI J (USER PERSPECTIVE) Putri, Citra Kharisma; Sastrawiria, Risma Putra Pratama
Jurnal Proyek Teknik Sipil Vol 1, No 1 (2018): September
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (778.432 KB) | DOI: 10.14710/potensi.2018.3606

Abstract

Research and Development Agency for Road and Bridge Ministry of Public Works and Public Housing (Balitbang Pusjatan Kemen-PUPR) has developed a bridge inspection software called Visual Inspection of Bridge or INVI J. The INVI J application which based on Android software and web has been implemented starting in 2018 at all Balai Besar Pelaksanaan Jalan Nasional (BBPJN) throughout Indonesia. Related to that, the analysis of  user perspective towards the utilization of the INVI J is significant to be done.This research was conducted by creating and distributing questionnaires to several INVI J software users within the Balai Besar Pelaksanaan Jalan Nasional (BBPJN), Satuan Kerja (Satker), Pejabat Pembuat Komitmen (PPK) and Consultant.From this study, it can be concluded that in general the INVI J software is easy to learn, easy to operate and useful for users in conducting bridge surveys because it is faster than filling out a manual inspection form. However, INVI J does not have the ability and function as expected and the output produced is still not as desired, hence it is necessary to make an updating the application, in order optimize the output.

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