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Journal of Planning and Research in Civil Engineering
Published by Universitas Iskandar Muda
ISSN : -     EISSN : 29623448     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Journal of Planning and Research in Civil Engineering is a peer review journal. The PRINCE is a forum for lecturers and researchers to publish scientific works, both in the form of research results and literature studies in the field of civil engineering. The scope of article can be in the form of research results, latest methods, criticism of certain research results or methods, or laboratory research as well as literature review.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 168 Documents
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Analisis Kerusakan Lapis Permukaan Jalan dengan Metode Pavement Condition Index (PCI) pada Jalan Prof. Syarief Thayeb Kota Langsa Saputra, Joeny; Rajib Muammar; Iqbal
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1111

Abstract

Road infrastructure is a vital land transportation facility that plays an important role in supporting economic growth and socio-cultural development. Prof. Syarief Thayeb Road experiences heavy traffic conditions and is frequently passed by overloaded vehicles, such as student buses and trucks transporting palm oil, which contribute to pavement deterioration. This study aimed to analyze the types of pavement distress on the road surface, determine the level of road damage using the Pavement Condition Index (PCI) method, and identify appropriate maintenance actions and solutions for the Prof. Syarief Thayeb Road section based on its damage condition. In the PCI method, pavement distress severity is evaluated based on three main factors, namely distress type, severity level, and distress density. The PCI provides a numerical index ranging from 0 to 100, where 0 indicates failed pavement condition and 100 indicates excellent pavement condition. The pavement condition assessment was conducted through field surveys to identify and record surface distress. The types of damage identified along the 2 km section of Prof. Syarief Thayeb Road included alligator cracking, patching, potholes, and rutting. The analysis results showed that the PCI value for the observed road section was 81.15, which falls into the very good category, indicating that only routine maintenance is required for roads with PCI values between 41 and 81. Recommended repair methods for alligator cracking include partial-depth or full-depth patching, surface layer improvement, and overlay application. Pothole repairs involve partial-depth and full-depth patching, while rutting repairs include shallow partial patching, full-depth patching, and surface layer improvement followed by an additional overlay.
Analisis Produktivitas Dan Biaya Alat Berat Pada Penanganan Long Segment Jalan Sapta Marga Kampung Besar Kecamatan Banda Mulia mahyuddin; Rajib Muammar; Iqbal
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1112

Abstract

Heavy equipment plays an important role in accelerating construction processes and reducing operational costs. Equipment such as dump trucks, motor graders, vibrator compactor rollers, and water tank trucks significantly influence project completion time. However, initial planning often does not match field conditions, resulting in increased costs and delays. Therefore, an analysis of heavy equipment productivity is necessary to ensure efficient utilization and cost optimization. This study aims to analyze the productivity, implementation time, and cost of heavy equipment in the Long Segment Handling Project for routine maintenance, periodic maintenance, and road reconstruction on Jalan Saptamarga – Kampung Besar, Banda Mulia District, specifically for subbase (LPB) and base (LPA) layers over a 1,000-meter section. The analysis of productivity and equipment costs was conducted using the Bina Marga 2023 method. The results show that the productivity of dump trucks is 30.42 m³/day, motor graders reach 975.20 m³/hour for LPB and 989.00 m³/hour for LPA, vibrator compactor rollers achieve 928.20 m³/day for LPB and 702.84 m³/day for LPA, while water tank trucks reach 450.00 m³/day. The LPB work requires 3 working days using 14 dump trucks and one unit each of motor grader, compactor roller, and water tank truck. Meanwhile, LPA work is completed in 2 days using 12 dump trucks and one unit of each supporting equipment. The rental costs per day are Rp 2,356,235.39 for dump trucks, Rp 3,467,735.73 for motor graders, Rp 2,846,290.20 for vibrator compactor rollers, and Rp 2,367,435.18 for water tank trucks. The total equipment rental cost is Rp 125,006,269.65 for LPB and Rp 73,912,571.55 for LPA, resulting in an overall cost of Rp 198,918,841.20.
Evaluating of the Smart Mobility Concept through a Literature Review for the Development of Modern Urban Transportation System afra, Liza; Emi Maulani; Khairul Amna; T Mudi Hafli; Aulia Rachman; Muhammad Azhari
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1150

Abstract

This research conducts comprehensive evaluation of smart mobility concepts through literature review approach to develop sustainable modern urban transportation system development framework. Library research methodology was employed to analyze literature from various academic databases spanning 2020-2025, focusing on technological, social, economic, and environmental dimensions in smart mobility implementation. Research findings identify five principal components: multidimensional conceptual framework, integrated evaluation indicator systems, sophisticated technology integration architecture, multifaceted implementation challenges, and strategic best practices from successful global implementations. Results demonstrate that smart mobility success requires collaborative governance approaches, adaptive regulatory frameworks, and user-centric design principles considering local contexts and urban community needs. This research contributes to smart mobility knowledge base development and provides practical recommendations for stakeholders implementing effective and sustainable intelligent transportation systems within complex and dynamic modern urban contexts requiring sophisticated technological integration and comprehensive change management strategies.
Kajian Manajemen Risiko pada Proyek Pembangunan di Kabupaten Aceh Jaya Dedek Ariansyah; samin, muhammad; Heru Pramanda; Bunyamin Bunyamin; Muhajjir Muhajjir
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1155

Abstract

Aceh Jaya Regency is one of the developing regions in Aceh, where infrastructure development is being intensified, particularly the construction of the Paya Baro - Teupin Ara road aimed at improving community accessibility due to previously damaged and inadequate road conditions. This study aims to identify and analyze the risks affecting project implementation and to formulate appropriate mitigation strategies. A quantitative approach was employed through the distribution of questionnaires to 35 respondents, consisting of the owner, consultants, contractors, workers, and local community, with data processed using Microsoft Excel and supported by validity and reliability testing of the research instruments. The results indicate that construction work factors are the dominant contributors to project risk, with the overall risk level predominantly classified as moderate (98), followed by low risk (31) and high risk (11), while no extreme risk was identified. These findings suggest that the project implementation is relatively under control; however, improvements in risk management are still required, particularly in planning, execution control, occupational safety, and environmental management. Therefore, this study provides valuable insights as a basis for decision-making to enhance the effectiveness of risk management in sustainable road construction projects.
Pengaruh Variasi Faktor Air Semen (FAS) Terhadap Kuat Tekan dan Porositas Beton Berpori Saputri, Desti; Mery Silviana; Irfan, Zu; Lindawati
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1157

Abstract

Porous concrete is a type of construction material designed with an open cavity structure, so it has the ability to pass and absorb water directly. This characteristic makes porous concrete very supportive of the implementation of sustainable drainage systems, especially in efforts to reduce surface water runoff and puddles. This study was conducted with the aim of analyzing the effect of variations in the Water Cement Factor (FAS) on the compressive strength and porosity of porous concrete, which are two main parameters in determining the performance of the material. The constituent materials of porous concrete in this study consist of Portland cement as a binder, coarse aggregate without the use of fine aggregate, and clean water. The variations of Water Cement Factor (FAS) used were 0.25; 0.30; and 0.35, each of which provided different characteristics to the resulting concrete. The test results showed a clear trend, namely the greater the FAS value, the lower the compressive strength of porous concrete, while the porosity value increased. At the Water Cement Factor (FAS) variation of 0.25, the average compressive strength was 6.79 MPa with a porosity of 25.18519%. Furthermore, at the Water Cement Factor (FAS) of 0.30, the compressive strength decreased to 5.30 MPa with a porosity of 36.54321%. The Water Cement Factor (FAS) of 0.35 produced the lowest compressive strength of 4.45 MPa, but had the highest porosity of 57.7778%. Based on these results, it can be concluded that the Water Cement Factor (FAS) of 0.25 is the most optimal variation because it is able to produce a good balance between compressive strength, porosity, and workability of porous concrete.
Evaluasi Kinerja dan Tingkat Pelayanan pada Simpang Gampong Beusa Kabupaten Aceh Timur muhammad aziz; Iqbal; Putri Balqis
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1159

Abstract

Regional development and increasing economic activities in East Aceh Regency have led to a rise in traffic volume, particularly at major intersections that connect sub-districts and regencies, such as the Gampong Beusa Intersection in Peureulak Barat District. This intersection is an unsignalized three-leg intersection that connects the Medan–Banda Aceh national road with access to Serbajadi District (Lokop). The increase in vehicle volume, especially heavy vehicles related to petroleum industry activities, has caused traffic delays and potential traffic conflicts at the intersection.This study aims to analyze the traffic performance of the Gampong Beusa Intersection and determine its Level of Service (LOS). The analysis method used refers to the Indonesian Highway Capacity Manual (MKJI) 1997 for unsignalized intersections. Primary data were obtained through traffic volume surveys and geometric measurements of the intersection conducted over three days, namely Monday, Thursday, and Saturday during the morning, midday, and evening peak hours. Secondary data in the form of population statistics were obtained from the Central Bureau of Statistics of East Aceh Regency.The analysis results show that the actual intersection capacity, after considering adjustment factors, ranges from 1,782 to 1,825 pcu/hour. The Degree of Saturation (DS) for each approach ranges from 0.57 to 0.69, with an average value of 0.64, indicating that the traffic condition is still below the saturation level. The average vehicle delay ranges from 24 to 27 seconds per vehicle. Based on the delay value, the intersection Level of Service is categorized as LOS D. This condition indicates that the intersection can still operate, but traffic flow has begun to become unstable during peak hours, thus requiring efforts to improve intersection performance in the future.
Analisis Perencanaan Struktur Kolom Dan Balok Pada Gedung Serbaguna Universitas Sains Cut Nyak Dhien Darul Ambia; Yuslinda; Cut Meuthia Rani
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1163

Abstract

The Multipurpose Building of Cut Nyak Dhien University of Science, located at Jln. Perumnas No.45, Langsa Baro, Langsa City, Aceh, is classified as a Risk Category IV structure due to its function as a public facility. Based on this classification, the building is designed using Seismic Design Category C. The structural system employed is an Intermediate Moment Resisting Frame (IMRF), referring to applicable Indonesian building codes. Earthquake load analysis was conducted using the equivalent static analysis method based on SNI 1726:2012 concerning seismic resistance. All structural elements use reinforced concrete materials according to SNI 2847:2019, which outlines requirements for structural concrete. Structural analysis was performed using SAP2000 v.14 software.The analysis results for the main beam (B1) show support moment of -132.62 kN/m, mid-span moment of 83.52 kN/m, support shear force of -118.58 kN, and mid-span shear force of 110.63 kN. For the tie beam (RB), the support moment is -58.74 kN/m, mid-span moment 35.39 kN/m, support shear -44.62 kN, and mid-span shear 43.49 kN. The main column (K1) yields an axial force of -485.28 kN, bending moment of -76.77 kN/m, and shear force of 126.34 kN.The planned structural dimensions are as follows: Main Beam (B1) measures 40 x 60 cm, with support flexural reinforcement of 13D19, mid-span reinforcement of 7D19, support shear reinforcement D10-100 mm, and mid-span shear reinforcement D10-150 mm. The Ring Beam (RB) measures 25 x 40 cm with support reinforcement of 10D19, mid-span reinforcement of 6D19, support shear D10-75 mm, and mid-span shear D10-100 mm. Meanwhile, the main column (K1) has dimensions of 50 x 50 cm, using 14D19 flexural reinforcement and D10-150 mm shear reinforcement.
Analisis Struktur Kolom dan Balok Pada Perencanaan Gedung Fakultas Universitas Sains Cut Nyak Dhien T. Ramadhani; Yuslinda; Rajib Muammar
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1164

Abstract

The Faculty of Engineering lecture building used in the planning and preparation of the final project is located at Jln. Perumnas No.45 Paya Bujok Seuleumak, Langsa Baro, Langsa City, Aceh, is included in risk category IV because it is an important facility building (educational facility). So this building is included in the seismic design category C. The structural calculation of this building will be planned using the Intermediate Moment Resisting Frame System (SRPMM) method. Building planning refers to building regulations in Indonesia. Earthquake analysis in this planning uses the equivalent static analysis method based on SNI 1726-2012 concerning Procedures for Earthquake Resistance Planning for Building and Non-Building Structures and the 2010 Indonesian Hazard Map with a probability of exceeding 10% in 50 years. The entire structure is reinforced concrete referring to SNI 2847-2019 concerning Structural Concrete Requirements for Buildings, while the structural analysis uses SAP2000 software version 14.0.0 with the results of internal forces for the main beam B1 support moment -435.97 kN / m, field moment 223.72 kN / m and support shear force -278.07 kN, field shear force 278.38 kN. For the main column K1 axial force -2061.16 kN, moment -378.79 kN / m and shear force -168.03 kN. From the results of the structural analysis using the Intermediate Moment Resisting Frame System method, the dimensions of the main beam B1 are 40 x 70 cm with a configuration of 13D19 support flexural reinforcement, 7D19 field flexural reinforcement. and support shear reinforcement D10 - 100 mm and field shear reinforcement D10 - 150 mm. And the main column K1 60 x 60 cm with a flexural reinforcement configuration of 14D19 and shear reinforcement D10 – 150 mm.
Analisis Ability to Pay dan Willingness to Pay dalam Perencanaan Transportasi Rel di Ibukota Provinsi Aceh I M Meilinda; , S M Maulida; R M Yusputri; A Rahmad; U A Pratama
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1165

Abstract

The demand for transportation modes continues to increase year by year, in line with the growing population, which consequently raises the need for adequate transport services. Public transportation plays a crucial role in addressing this issue, with rail-based systems such as monorails being one viable solution. This has led to the emergence of a proposal to develop a monorail system in the capital region of Aceh Province. To ensure the smooth operation of this monorail, it is essential to analyze the financial boundaries of users in terms of their ability and willingness to pay. Therefore, this study aims to determine the extent of users’ financial capacity and willingness to pay for monorail fares. These values are assessed using the Ability to Pay (ATP) and Willingness to Pay (WTP) approaches. The sampling method applied is stratified random sampling, which considers population strata, combined with the Stated Preference (SP) technique. Respondents were selected from residents of Banda Raya, Kuta Alam, Ulee Kareng, and Meuraxa subdistricts. Data analysis was conducted through tabulation of primary and secondary data using Microsoft Excel software. Based on the research findings, the ATP values are as follows: Banda Raya Rp32,330.30; Kuta Alam Rp33,035.63; Ulee Kareng Rp30,960.79; and Meuraxa Rp32,911.14. Meanwhile, the WTP values are: Banda Raya Rp19,632.00; Kuta Alam Rp27,273.00; Ulee Kareng Rp19,875.00; and Meuraxa Rp23,857.00.
Analisis Respons Struktur Flat Slab-Drop Panel terhadap Beban Lateral pada Basement Bangunan Rumah Sakit Hafiz, Dhamar Abu; Idroes, Imransyah; Hady, Munirul; Bunyamin, Bunyamin; Pramanda, Heru; Munirwan, Reza Pahlevi
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 5 No 1 (2026): Maret
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v5i1.1166

Abstract

Floor slabs are a primary component in building structural systems, typically comprising slabs, beams, and columns. However, advances in construction technology have enabled the adoption of flat slab systems, where slabs are directly supported by columns with or without thickening elements (drop panels), offering spatial efficiency and construction simplicity. The key issue addressed in this study is the influence of drop panels on structural response, particularly under lateral loading in basement structures. This study aims to evaluate the behavior of flat slab systems with and without drop panels subjected to lateral loads in the Cempaka Lima General Hospital building, Banda Aceh, Indonesia. The methodology involves the collection of primary data, including field measurements and building coordinates, as well as secondary data such as regional maps, seismic hazard maps, and as-built drawings. Structural analysis was conducted by comparing the response of both systems under earthquake loading using the time history method. The results indicate that the structure with drop panels exhibits a higher maximum axial force of 29,564.37 kN compared to 20,714.64 kN in the system without drop panels. The highest base shear values were also observed in the structure with drop panels, reaching 8,221.75 kN in the X direction and 8,112.79 kN in the Y direction. Displacement increased with the inclusion of drop panels, from 0.244 mm to 0.495 mm in the X direction and from 0.564 mm to 0.928 mm in the Y direction. Nevertheless, inter-story drift remained within the allowable limit of 2% as specified in SNI 1726:2019. These findings suggest that the use of drop panels enhances structural capacity against lateral loads; however, the associated increase in deformation must be carefully considered in practical design applications.

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