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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 75 Documents
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Analisis Efisiensi Biaya Produksi Batako, Batu Bata Merah dan Hebel Dengan Penerapan Metode Target Costing maulidi, syahrul; Ariansyah , Dedek; Pramanda, Heru; Bunyamin, Bunyamin; Hady, Munirul
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1038

Abstract

This research is driven by the importance of cost efficiency in the local building material industry in Aceh, especially in addressing fluctuations in raw material prices, high labor costs, and limited production technology. The study aims to analyze the cost efficiency of producing three types of construction materials batako (concrete blocks), red bricks, and lightweight bricks (hebel) using the target costing method. The research was conducted at three local business units in Aceh: Usaha Aneka Lobang Angin (batako), Sentral Batu Bata (red bricks), and BUMG Pulo Kemiro (hebel). A descriptive quantitative approach was used, with data collected through observation, interviews, documentation, and literature review. The analysis showed that the cost efficiency levels of each product were 93.33% for batako, 92.96% for hebel, and 90.00% for red bricks. These figures were calculated by comparing the target cost with actual production costs, based on a 25% profit margin. Factors affecting efficiency include raw material prices, production methods, daily productivity, and overhead costs. Among the three, batu bata merah was identified as the most efficient and suitable product for development by small and medium enterprises (SMEs) in Aceh. The application of the target costing method helps business actors control costs, improve production efficiency, and support sustainable business growth.
Pengaruh Volume Kendaraan Terhadap Tingkat Kerusakan Jalan di Daerah Lamreung Wati, Yusra; Pramanda, Heru; Kamalia, Kamalia; Mubarak, Azzaki; Muhajjir, Muhajjir
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1041

Abstract

This study aims to analyze the influence of traffic volume on road damage levels and identify the causes of deterioration along the Cor Iri–Lamreung segment in Aceh Besar District. The research also provides relevant information for planning road construction and maintenance, including determining appropriate material types for road structures. A quantitative data analysis approach was employed, using the Indonesian Highway Capacity Manual (PKJI) 2023 and the Bina Marga method to assess physical road conditions. The results on the Tgk. Nyak Arief road section show that the most dominant type of damage is potholes, accounting for 18.0%, while the total damage percentage (Nr) reached 59.2%. Traffic volume surveys conducted over three days (26–28 May 2025) indicate that the highest Average Daily Traffic occurred on Monday, with an average capacity of 677 pcu/hour. Motorcycle volume remained consistently high, especially in the morning. Based on the priority index, the road section obtained a value of 6, indicating that it should be included in a routine maintenance program. Overall, the combination of PKJI 2023 and Bina Marga methods provides a comprehensive analysis of the relationship between traffic volume and road deterioration. Higher traffic volumes, particularly from heavy vehicles, significantly increase damage levels. Therefore, proper traffic load management and planned maintenance programs are required to maintain road performance. These findings serve as recommendations for authorities to improve attention to construction materials and design quality to ensure road durability amid increasing traffic demand.
The Effect Of Compaction Temperature On Marshall Parameters Of AC-WC Asphalt Mixtures With Graphene Additives Nasution, Naya Fadillah; Maizuar, Maizuar; Akbar, Said Jalalul; Usrina, N; Burhanuddin, Burhanuddin
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1049

Abstract

This study aims to determine the effect of compaction temperature variation and graphene addition on Marshall parameters in AC-WC asphalt mixtures. The issues raised are premature damage to asphalt layers due to compaction temperatures that do not meet specifications and the lack of studies on the effect of graphene with compaction temperature variation on AC-WC. The materials used include coarse aggregate, fine aggregate, filler, Portland cement, 60/70 penetration asphalt, and graphene with variations of 0.01%–0.05% by weight of the mixture. The compaction temperatures tested were 110°C, 120°C, 130°C, 140°C, and 150°C. Testing was conducted in accordance with the 2018 Revised II General Specifications for Road Construction using the Marshall method. The results showed that adding 0.01% graphene at a compaction temperature of 140°C produced the best performance with a 19.55% increase in stability, yielding a stability value of 1711.367 kg. Density and MQ increased, while VMA, VIM, and flow decreased due to the addition of graphene, but still met the specification range. The decrease in these values demonstrates that graphene functions effectively in asphalt mixtures, improving porosity and strength compared to standard asphalt. At compaction temperatures of 110°C and 120°C, the VIM values exceeded the maximum limits of 9.67% and 7.05%, respectively. This increase could lead to excessive voids in the asphalt, making graphene a viable solution for asphalt construction.
Analisis Efisiensi Biaya Antara Metode Patch Repair (Tambalan) dan Overlay (Pelapisan Ulang) Untuk Perbaikan Jalan Aspal di Banda Aceh Uskur Reza; Ariansyah, Dedek; Pramanda, Heru; Bunyamin, Bunyamin; Idroes, Imransyah
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1055

Abstract

Roads as an element of national transportation have an important role, especially in supporting the economic, social, cultural, and environmental sectors. Road conditions in Banda Aceh in 2025 indicate challenges in infrastructure. In road damage, there are several repairs such as repairs and overlays that require high costs. The purpose of this study is to compare the cost efficiency between the patch repair method and the overlay method. This research method is quantitative with research procedures guided by Bina Marga. Data analysis was carried out in this study using Microsoft Excel. Based on the results of the research that has been done, the level of road damage on Jl. Kamboja with a research sample of 6000 m2, there are 3 types of damage: patches, cracks, and holes. The total amount of damage on this is 30.0 with additional asphalt concrete damage of 0.51% with a damage area of ​​30.8 m2. From the research that has been done, there are 2 repair methods on this road. For road repairs using the patch repair method on Jl. Cambodia spent less time on the project, with a total budget of Rp59,003,177. Patch repairs were more effective and more economical than overlay repairs. Overlay repairs, on the other hand, cost Rp119,633,072.70, taking longer to complete. For emergency budgets, patch repairs are recommended over overlay repairs.
Evaluasi Kerusakan Perkerasan Jalan Perkotaan Berdasarkan Metode Pavement Condition Index (PCI) (Studi Kasus: Ruas Jalan Malikul Adil, Kota Langsa) Ari Juanda; Muammar, Rajib; Sabilla, Arissa
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1070

Abstract

Reliable road infrastructure is a vital component for regional connectivity; however, pavement distress on Malikul Adil Street, Langsa City, has emerged as a critical issue that disrupts local transportation efficiency. This study aims to systematically identify existing distress types and quantitatively assess the pavement condition. The study employed a visual survey method using the Pavement Condition Index (PCI) in accordance with the ASTM D6433 standard to provide an objective evaluation. Data were collected by observing and measuring the type, severity, and quantity of distress such as cracking, distortion, and disintegration on sample units along the road section. The analysis yielded an average PCI score of 16.8. According to standard rating scales, this score classifies the road's condition as 'very poor', indicating severe and widespread structural damage that compromises both the safety and comfort of its users. Potholes and raveling were identified as the most dominant distress types, with severity levels ranging from medium to high (M-H). These findings provide a comprehensive and measurable overview of the pavement's actual condition. Practically, this study provides a valid empirical basis for policymakers to establish priorities and devise more effective, efficient, and targeted highway maintenance programs.
Pengaruh Substitusi Cangkang Kerang Darah dan Fly Ash Terhadap Campuran Perkerasan Aspal maulida, siti mira; Suhendra, Tobi; Darma, Yusria; M Saleh, Sofyan; Dasopang, Ahyin Bilhuda; Mauladea, Faiza; Humayra, S
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1071

Abstract

Research on asphalt mixtures continues to progress through sustainable innovations, particularly in the utilization of waste materials as substitution components. The incorporation of such waste not only helps mitigate environmental but also contributes to improving the mechanical performance of asphalt mixtures. One promising waste material is Blood Cockle Shell (BCS), a by-product of fishery activities that has not yet been fully utilized. In this study, BCS was used as a substitution for fine aggregates in asphalt concrete mixtures, while fly ash was utilized as a filler substitute at a constant proportion of 5%. The main objective of this research was to analyze the effect of CKD content variations of 0%, 10%, and 15% on the Marshall characteristics and durability. The experimental procedure involved conducting Marshall tests on 27 specimens, with the Optimum Asphalt Content (OAC) determined at 5.91%. The results showed that all BCS variations met the Bina Marga (2020) specifications. The best performance was achieved at 10% BCS content, demonstrating high stability, flow within the middle range, and a durability value of 94.07%, exceeding the minimum requirement of 90%. These results suggest that BCS combined with fly ash provides an environmentally sustainable alternative material for improving pavement quality.
Pengaruh Kompetensi Project Manager Terhadap Keberhasilan Proyek Konstruksi Gedung di Banda Aceh dan Aceh Besar Mastura, Cut Annisa Widya Sari; Buraida, Buraida; Nurisra, Nurisra; Tari, Jihan Fardila
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1072

Abstract

The construction sector is a major pillar of development and continues to grow across regions. Project success is strongly influenced by human resource quality, particularly the managerial competence of the project manager. This competence includes knowledge, skills, and attitude, which ensure that projects are completed on budget, on quality, and on schedule. However, field conditions still show gaps, such as the appointment of project managers without sufficient capacity, leading to delays, cost overruns, and quality issues. This study examines the influence of project manager competence on the success of building construction projects in Banda Aceh and Aceh Besar. The research approach uses a qualitative method with a descriptive approach. Data were collected through questionnaires distributed to contractors and supervising consultants, involving 35 respondents. The independent variables are knowledge (X1), skill (X2), and attitude (X3), while the dependent variable is project success (Y). The results show that all three competency variables significantly affect project success, indicated by an F-test value of 0.018 (< 0.05). The regression equation is Y = 14.105 + 0.152X1 + 0.139X2 + 0.178X3. The R² value of 0.272 shows that 27.2% of project success is influenced by project manager competence. The study highlights the importance of improving competence, especially attitude as the most dominant factor.
Pemodelan Kecelakaan Sepeda Motor di Kota Banda Aceh Dengan Regresi Poisson dan Regresi Binomial Negatif Rahmad, Aulia; Renni Anggraini; Sugiarto, Sugiarto
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1074

Abstract

This research analyzes the frequency of motorcycle traffic accidents occurring on national roads in Banda Aceh City. Its primary aim is to determine the variables that contribute to motorcycle accidents and to establish the most appropriate predictive model for explaining how these variables relate to accident occurrences. Accident data from 2018–2020 were collected from 14 road segments and classified into 27 observation points, complemented by traffic flow and geometric road characteristics. The analysis included multicollinearity testing (VIF < 10), Poisson regression modeling, overdispersion testing, negative binomial modeling, and model selection using the Akaike Information Criterion (AIC). The Poisson model exhibited overdispersion (Deviance/df = 5.86), leading to the use of the negative binomial model, which reduced the ratio to 1.16 and yielded a lower AIC value (191.49) compared to the Poisson model (253.73). Results indicated three significant variables at α = 0.05: traffic volume, lane width, and the presence of U-turns. A 1% increase in traffic volume raised accident expectations by 1.0694 times, while a 1-meter lane width increase reduced accident expectations to 0.413 times; conversely, U-turn presence increased accidents by 2.217 times. These findings highlight the importance of improving road capacity through lane widening, regulating U-turn locations, and managing driving behavior on high-volume roads to reduce accident risk.
Analisis Kerusakan Jalan Menggunakan Metode Surface Distress Index dan Pavement Condition Index (Studi Kasus: Ruas Simpang Jembatan Lamnyong - Cot Iri) Yusputri, Rafiqa Muhnita; darma, yusria; Saleh, Sofyan M; Nasri, Wan Adam
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1082

Abstract

Good road quality is essential to ensure comfort, safety, and efficiency in transportation, yet roads are prone to damage from extreme weather, heavy traffic loads, and environmental factors. The Simpang Jembatan Lamnyong - Makam T. Nyak Arief - Cot Iri road experiences high traffic volume, resulting in damage at several points and reducing its overall performance. To address this issue, proper identification of road damage is necessary to determine suitable repair methods. This study aims to determine the difference in the level of damage using two different methods. Field data were collected through direct surveys, recording types and dimensions of damage across a 4.4 km stretch from STA 0+000 to STA 4+400, segmented every 100 meters. The results showed that SDI values ranged from 0 to 125, with an average of 64 categorized as “moderate,” while PCI values ranged from 0 to 100, with an average of 27 categorized as “poor.” Based on this comparison, the PCI method is considered more accurate, as it evaluates a wider range of damage types in greater detail. Therefore, the PCI method is recommended as the preferred approach for assessing road damage and guiding maintenance decisions on similar road sections.
Klasifikasi Tanah Lempung Berdasarkan Sistem Uscs (Unified Soil Classification System) Dan Aashto (American Association of State Highway and Transportation Officials) Sabilla, Arissa; Hildayani, Cut Sitti Rafidatul
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1085

Abstract

The fine-grained soil in the Gampong Keutapang Quarry area, Lhoong District, is widely used as embankment material and construction base soil, but to date there is no documented geotechnical characteristic data. This condition poses a risk of construction failure due to the incompatibility of the soil type with its intended use. Therefore, this study aims to identify the physical properties of the clay soil at the location and determine its classification using two international standard systems, namely USCS and AASHTO. The research method uses a quantitative experimental approach through a series of laboratory tests, including the determination of natural water content, specific gravity, sieve analysis, and Atterberg limit tests. The test results show that the soil has an average water content of 39.98%, a specific gravity of 2.619 g/cm³, a liquid limit (LL) of 64.24%, a plastic limit (PL) of 39.98%, and a plasticity index (PI) of 24.25%. The high LL and PI values ​​cause the soil to be classified as MH in the USCS system, namely inorganic silt with high plasticity. Meanwhile, based on the AASHTO system, LL values ​​> 40% and PI > 11% place the soil in the A-7-5/A-7-6 group, indicating subgrade quality with low bearing capacity. The results of this study provide important contributions to the field of geotechnics, particularly in providing baseline information for more sustainable construction planning and infrastructure development.

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