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The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning)
Published by Universitas Syiah Kuala
ISSN : 26207567     EISSN : 26151340     DOI : 10.24815/jarsp.v3i1.16372
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) is a peer-reviewed journal published four times a year (March, June, September, and December) that publishes reviewed articles which contribute new results in all areas of the Civil Engineering and Planning. The journal is devoted to the publication of high quality papers on theoretical and practical aspects of Civil Engineering and Planning. The aim of this journal is to bring together researchers and practitioners from academia and industry to focus on Civil Engineering and Planning advancements and establishing new collaborations in these areas. Theoretical papers, practice-oriented papers including case studies, state-of-the-art reviews are all welcomed and encouraged for the advance of science and engineering in Civil Engineering and Planning. All submissions must describe original research, currently under review or not published for another conference or journal.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 201 Documents
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ANALISIS HAMBATAN SAMPING PADA JALAN SUKA RAMAI KOTA LHOKSEUMAWE Muzakir Muzakir; Sugiarto Sugiarto; Sofyan M. Saleh
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16719

Abstract

Lhokseumawe City has several roads, including: Medeka Street, Trade Street, Suka Ramai Street and others. This road is one of the local roads with a length of 0.56 km which has an important role in supporting the development of the trade and services sector in the region. However, improper use of parking spaces and street vendors causes traffic jams along most of the road. This research was conducted to find out how much the influence of side obstacles that cause disruption of road traffic flow so that the performance of the road is not in accordance with the requirements. This road performance analysis uses the Indonesian Road Capacity Manual (MKJI) method, Permen PU No. 19 of 2011 and Permen No. 34 of 2006 concerning roads. There are two data needed in this research, primary data and secondary data, primary data needed are side barriers, data recorded on observations are pedestrians (PK), vehicle parking (PK), In and out of vehicles (KM) and vehicles running slow (TOS). While for secondary data the data needed is a location map, Qanun number 1 of 2014 concerning the Regional Spatial Planning (RT / RW) of Lhokseumawe City. From data collection and processing for three days, namely Sunday, Monday and Thursday, the highest data was obtained on Monday, 10 September 2018 at 17:30 - 18:30 West Indonesia Time, namely the side barriers on all observation days were very high.
MODEL KELEMBAGAAN DAN PERENCANAAN PADA KERJASAMA TATA GUNA LAHAN (BANDA ACEH – ACEH BESAR) Mutia Sofyan; Mirza Irwansyah; Teuku Budi Aulia
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16641

Abstract

The increasing growth of the city of Banda Aceh, the more it requires urban space to grow.  The rapid development of the city of Banda Aceh has an impact on the border area of the administration of the Aceh Besar District. Collaboration between regions with Aceh Besar District can be an alternative to address the problem of limited land in Banda Aceh City in addition to regional expansion policies. The aim of the study was to formulate an institutional and planning model for the collaboration between the comprehensive Banda Aceh – Aceh Besar. This research is a descriptive study using a combination research method and spatial synergism analysis approach. Processing data using the AHP (Analytical Hierarchy Process) methodThe results of the research are based on the perceptions of expert respondents in the Banda Aceh and Aceh Besar District areas, in accordance with AHP analysis. It can be concluded that the main cooperation barrier in forming cooperation is regional authority with the form of cooperation chosen to accommodate the cooperation process of Cooperation Agency of Banda Aceh city - Aceh Besar District. The Banda Aceh City - Aceh Besar District cooperation agency is an organization in the form of an institution consisting of representatives from Banda Aceh City and Aceh Besar District. Furthermore, the direction of the development plan for land use cooperation was carried out in three sub-districts of Aceh Besar District, namely Krueng Barona Jaya District, Ingin Jaya District, and Darul Imarah District with three land use classifications, namely, housing, trade and services.
FAKTOR-FAKTOR FASILITAS UMUM YANG DAPAT MEMBERIKAN KEPUASAN PENGHUNI PADA PERUMAHAN JEULINGKE RESIDENCE Ahmad Y Agara; Sugiarto Sugiarto; Taufiq Saidi
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 3 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i3.16647

Abstract

Public facilities are part of residential area that is provided by developer for the public interest. The public facilities available at Jeulingke Residence such as road, sanitation, drainage, clean water, and electric network. Based on the Republic of Indonesia Law Number 1 of 2011, and Minister of Public Housing Regulation Number 22 / PERMEN / M / 2008, Jeulingke Residence housing still has inadequate public facilities such as worship place, green area, and waste. The purpose this research to identify indicators of public facilities that provide satisfaction for residents of Jeulingke Residence, and identify dominant factors of public facilities that can provide satisfaction for residents of Jeulingke Residence. Respondents in this study were owners at Jeulingke Residence. The sample in this study was 150 people. The sampling technique used was proportionate stratified random sampling. The factors evaluated were infrastructure, facilities, and public utilities. Data processing used validity test, and reliability test, while data analysis used descriptive analysis and factor analysis of Principle Component Analysis (PCA). The results showed that the factors of public facilities that could provide satisfaction for residents at Jeulingke Residence were infrastructure and facilities. The dominant factor of public facilities that gives satisfaction to residents at Jeulingke Residence is infrastructure with a variance of 68.942%. Indicators of infrastructure are road condition, drainage condition, sanitation condition, clean water condition, and electric network condition.
PRIORITAS PENANGANAN JALAN KABUPATEN PIDIE MENGGUNAKAN METODE ANALISIS MULTI KRITERIA (AMK) Thantawi Thantawi; Muhammad Isya; Sugiarto Sugiarto
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 3, No 4 (2020): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v3i4.16716

Abstract

Pidie District has a district road length of 1,015 Km and is divided into 445 roads. The lack of funds makes it difficult to determine the priority of handling the road, it is necessary to examine the method of setting road priority in accordance with the needs of the community. The purpose of this study was to obtain criteria weights based on perceptions of importance between criteria using 15 stakeholder respondents and to determine the priority order of handling road infrastructure in Pidie District due to limited funding capacity in Pidie District Government using the Multi Criteria Analysis (AMK) method accessibility, regional development, economic sector development, cost aspects, environmental impact and road damage as the selection criteria. The results of this study are that road damage criteria get the highest weight, which is 0.197, then environmental impact criteria 0.190, economic development criteria 0.184, accessibility criteria for accessibility 0.152, regional development criteria 0.147 and cost aspect criteria 0.130. This can be interpreted that the aspect of road damage is a major consideration in determining the priority of road development in Pidie District but not significant to other criteria. Based on the weighting and scoring of these criteria, a sequence of priorities for road handling in Pidie District is obtained, where Jalan Bangkeh - Leupu is the first priority with a performance value of 4.152
POTENSI ANCAMAN BANJIR BANDANG SUB DAS TIMANG GAJAH KABUPATEN BENER MERIAH DAN ACEH TENGAH Rahmi Nia Ivana; Eldina Fatimah; Azmeri Azmeri
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 1 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i1.16725

Abstract

Timang Gajah Sub Watershed is one of total 12 sub watersheds located in Peusangan Watershed. The condition of Peusangan Watershed is degraded and it triggers hydrometeorology disaster such as flash flood. The record of flash flood events is very high in the districts located in Peusangan watershed. According to BPS 2014 Data, there were 32 events of flash flood occurred in Central Aceh, 17 events occurring in Bener Meriah, 7 events occurring in Bireuen, 2 events occurring in North Aceh, 23 events occurring in Pidie and 4 event occurring in Nagan Raya. This reason becomes the background of the research as well as there has not been compiled flash flood hazard map in Timang Gajah Sub Watershed. This research aims to compile flash flood hazard map in Timang Gajah Sub Watershed. The research analysis is by using Indonesia Disaster Risk (RBI) (2016). The analysis tool used is GIS tool. The result uses fuzzy membership analysis of inundation depth. Based on the analysis outcomes, it is resulted that flash flood hazard analysis in Timang Gajah Sub Watershed consist of 4 categories dominated by safe area as 29,366.55 Ha (81.89%) and vulnerable area as 2,954.83 Ha (8.24 %). 
EVALUASI KINERJA JARINGAN UTAMA DAERAH IRIGASI JEURAM KABUPATEN NAGAN RAYA Irwansyah Irwansyah; Azmeri Azmeri; Syamsidik Syamsidik
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 2 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i2.16724

Abstract

Irrigation infrastructure does not last long without being supported by continuous maintenance activities as the age of water building grows in irrigation networks. To maintain a sustainable irrigation system an irrigation management system is needed starting from the main building, the primary network to the secondary network. Irrigation Performance is an indicator in order to describe an irrigation system management, performance appraisal according to Minister of Public Works Regulation Number 12/PRT/M/2015 concerning Exploitation and Maintenance of Irrigation Networks is carried out on 6 (six) parameters, namely : Physical Infrastructure, Planting Productivity, Facilities Support, Personnel Organization, Documentation and Water User Farmers Association. The objective of this study was to conduct a performance assessment of D.I Jeuram through observing the condition of irrigation networks and analyzing the irrigation network condition data from the implementing agency D.I Jeuram and information from the P3A as a reference for the performance of D.I Jeuram. The results of this study show that the performance of the Jeuram Irrigation Area in terms of physical and non-physical aspects has a performance index of 69.36%, so that the performance of the Jeuram Irrigation Area falls into the less performance category and needs attention, so efforts to improve performance in Irrigation Areas are suggested. Jeuram, namely the aspect of physical infrastructure consists of routine maintenance activities from the main building to the final secondary canal (B.Jr.30), periodic maintenance includes replacement of the operating board and measuring ruler on the weir, replacement of missing door parts in weir drains, bag draining periodic mud, replacement of 16 door units at Jeuram Kanan and 6 door units at Jeuram Kiri, heavy rehabilitation in buildings tapping B.Jr.9, B.Jr.13, BU.1 and BU.2, and constructing drain inlets in sections carrier channel that functions as a waster. Efforts to improve the performance of aspects of non-physical infrastructure consist of providing adequate facilities for offices, housing and OM implementation warehouses, providing complete irrigation Area data at branch offices and conducting routine meetings related to OM implementation and cropping patterns. With this, the value of the performance of the irrigation system is obtained with a reliable, and which will later become a reference for the management of irrigation networks as a whole.
MODEL PENGADAAN LAHAN UNTUK RUANG TERBUKA HIJAU (RTH) KOTA SIGLI Muhammad Khaled; Muhammad Isya; Ashfa Achmad
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 1 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i1.16718

Abstract

Green Open Space (RTH) in urban areas has value for the needs and needs of parks and recreation. The allocation of twenty percent of public green open space from the urban area of Sigli City as stipulated in the Pidie Regency Qanun Number 5 of 2014 concerning the Pidie Regency Spatial Plan for 2014-2034 has not yet been achieved. This study aims to examine the factors that influence land acquisition and how land acquisition models are appropriate for public green space in the city of Sigli. This research uses quantitative methods. The data obtained in the form of ordinal data and nominal dichotomos. The data was analyzed by logistic regression methods and Focused Group Discussion (FGD). The model of the logistic regression equation formed is: "Ln" ("p" / "1-p") "= -8,407 + 0,894" "X" _ "1" "+ 2,192" "X" _ "2" "+ 0,346" "X" _ "3" "+ 0.712" "X" _ "4" + "0.144" "X" _ "5" - "1,072" "X" _6- "0.526" "X" _ "7" The results of logistic regression analysis obtained two factors that most influence on land acquisition for green space in the city of Sigli, namely the SKPK (X2) program and local wisdom (X6). Factors influencing the results of the logistic regression analysis are then discussed in the FGD. The FGD came to the conclusion that the land acquisition strategy for green space in the City of Sigli cannot rely solely on the budget on the SKPK program. Land acquisition for green space can also be done using village funds and Corporate Social Responsibility (CSR) funds.
ANALISIS WASTE MENGGUNAKAN METODE VALUE STREAM ANALYSIS TOOLS PADA PROYEK PEMBANGUNAN INSTALASI GAWAT DARURAT RSUD PIDIE JAYA Sheragizca Yolanda Situmeanga; Muhammad Afifuddin; Hafnidar A. Rani
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 2 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i2.16728

Abstract

Construction project is a long process activity where the researcher finds obstacles which cannot be separated from the used resources. Everything in the projects which may add the needed costs called by the term waste. In the project implementation of Regional Public Hospital (IGD) construction project in Pidie Jaya, there was a significant delay in the project schedule which could be caused by several things which may  lead the project into waste construction. This is the main reason why does the Value stream analysis tools (VALSAT) method was used during the research in order to identify the cause of occuring waste. This goal of this research is to identify the waste which potentially occure during the  Regional Public Hospital (IGD) project in Pidie Jaya. Besides, this research is also determine the grade and tool waste by using the VALSAT. Based on the literature review, there are 8 wate categories  which could be reviewed based on materials, labor and tools used during the project. The identified waste data are obtained by the interview conducted to 4 respondents and questionaire with 15 respondents and handed out to contratctors. Based on the result and data processing which using descriptive analysis, it can be concluded that the most influential waste on the project was waste waiting and waste overprocessing which obtain a value of 5 and cause the excessive effects on the project. Furthermore, the result of the grade analysis and tool waste determination by using the VALSAT method produced a process Acivity Mapping to analyze the occuring waste that occurs with a total score of 135. 
PENANGANAN JALAN PADA TEROWONGAN GEURUTEE DENGAN MENGGUNAKAN LIFE CYCLE COST ANALYSIS M. Akmal; Sugiarto Sugiarto; Noer Fadhly
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 1 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i1.16721

Abstract

In Indonesia, especially in Aceh, the type of flexible pavement is more dominant than rigid pavement, better than rigid reinforcement of 24.15%. By further reducing the asphalt raw material that exists on the earth and many flexible pavement constructions increase faster than the age of the plan. For this reason, it is necessary to conduct a study to obtain an illustration of the cost of road repairs during the life of the plan, known as Life Cycle Cost Analysis (LCCA) for both types of pavement. The purpose of this study was to obtain a way of handling costs and a higher age level between flexible pavements with rigid pavement based on the LCCA method. This research will be carried out on the Lintas Barat Selatan National road KM 60 + 450 / K.027 with a simulation (prediction) of road handling and costs during the service life of the plan (40 years) which began since construction, construction, routine maintenance, continuous maintenance / periodic until firm (recycling) of the two types of pavement. The life cycle cost analysis using the Life Cycle Cost Analysis (LCCA) method shows a trend that occurs between the types of pavement where the flexible pavement value on each of the three discount factors shows a higher value compared to rigid pavement, with an average difference of choice that is equal to Rp. 16,359,761,474, - with a decrease in value of 25%. Life cycle cost analysis (LCCA) is Rigid Pavement.
ANALISIS PERLAKUAN JOINT BALOK KOLOM TERHADAP BEBAN SIKLIK DENGAN PENAMBAHAN SENGKANG PADA JOINT SESUAI SK SNI T-15-1991-03 Zardan Araby; Samsul Rizal; Mochammad Afifuddin; Abdullah Abdullah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 2 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i2.18859

Abstract

Joint beam-columns are the main structural components that function to support other structural loads. The beam-column relationship area is a critical area that needs to be designed to be truly accurate so that it can dissipate energy properly well in the event of an earthquake happen. As a structural component with the role and function, column joint beams occupy important positions in the building. The ability of column joint beams to deform cyclic loads in the inelastic region provides a good structure, so as to minimize damage caused by earthquake shaking. The failure of column joint beams directly affects other structural components associated with it. The purpose of this study was to study the ability of building structures on concrete column beam joint elements to resist cyclic load with reinforcement reinforcement in accordance with SK SNI T-15-1991. Test specimens amounted to 1 (one) with a concrete quality of 19.17 MPa. The beam measuring 120 x 30 x 40 cm, column measuring 30 x 30 x 200 cm using reinforcement 8, 13.4 mm with a melting voltage (fy) 310,03 MPa and stirrup reinforcement Ø9.8-100 mm with melting stress (fy) 374,59 MPa. The test was carried out by giving a cyclic load to the end of the beam with 0.75 mm, 1.5 mm, 3 mm, 6 mm, 12 mm, 24 mm and monotonic loading, until the specimen was destroyed. The results achieved in this study are the use of reinforcement reinforcement according to SK SNI T-15-1991-03 the capacity of the cyclic load produced is higher, namely 6,97 tf (press) and 5.09 tf (tensile).

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