CIVED http://cived.ppj.unp.ac.id/index.php/CIVED CIVED (Journal of Civil Engineering and Vocational Education) Universitas Negeri Padang en-US CIVED 2622-6774 Analysis of Implementation Factors and Constraints of Occupational Health and Safety in Multi-Story Building Construction Projects http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/29 <p><em>The implementation of occupational safety and health is one of the key factors in construction project execution, and fundamentally, construction projects involve many hazardous elements. This research aims to analyze the implementation factors and challenges that occur in the application of occupational safety and health (OSH) in high-rise building construction projects by distributing questionnaires to contractors and consultants to obtain data for subsequent analysis. Based on data analysis, nine implementation factors and obstacles in OSH application in building projects were identified, namely workplace safety in the project (X1), equipment and work attire (X2), fire safety (X3), protection of the public (X4), worker health (X5), worker communication (X6), general factors (X7), obstacles from the company's perspective (X8), and obstacles from the worker's perspective (X9). These results were then tested for validity and reliability to determine their validity and reliability, and they were analyzed using descriptive analysis and Pearson correlation analysis. The results of the descriptive analysis indicate that the highest or most frequently implemented OSH factor is the protection of the public (X4) with a mean value of 3.725 and a standard deviation of 0.459. Among the obstacles to OSH implementation, the highest or most frequently occurring factor is the obstacles from the company's perspective (X8) with a mean value of 3.620 and a standard deviation of 0.500. The results of the Pearson correlation analysis show that equipment and work attire (X2) and protection of the public (X4) have the highest correlation value, which is 0.825, indicating a very strong relationship.</em></p> Rully Akbar Kelly I Nyoman Pahang Dita Putra ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-18 2024-03-18 11 1 1 12 10.24036/cived.v11i1.29112 Cost Estimation Analysis of Construction Projects on Simple Earthquake-Resistant Houses http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/485 <p><em>Earthquakes are natural disasters that often hit Indonesia, causing various losses in human life, including damage to homes and places to live. Therefore, the importance of building earthquake-resistant houses cannot be ignored. The research aims to obtain a comparison of the estimated cost of a type 36 simple house construction project, by considering the comparison between conventional structures and structures that are strengthened to resist earthquakes. The data used involves working drawings, technical specifications, and work unit price analysis (AHSP) based on PUPR Ministerial Regulation No. 8 of 2023 and a list of unit prices for wages and materials for work in the Public Works and HSBGN sector for the 2022 fiscal year in the city of Padang. The cost estimation results show that for a simple house with a conventional structure, the construction cost is IDR 243,000,000, while for a simple house with earthquake-resistant reinforcement, the cost reaches IDR 251,800,000. This additional cost was caused by strengthening work on foundations, columns and beams, walls, and trusses. Even though there was an increase in costs of around 3.63%, this result can be a consideration for the community. It is important to realize that with relatively small additional costs, people can increase safety and comfort in building construction. The results of this research can be a strong basis for stakeholders in the construction and policy fields to consider safety and comfort as the main factors in developing housing infrastructure.</em></p> Ari Syaiful Rahman Arifin Jonrinaldi Jonrinaldi ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-18 2024-03-18 11 1 13 19 10.24036/cived.v11i1.485112 Manufacture of a Simple One-Way Vibration Table and Earthquake-Safe Structure Model as Props in The Strengthening Structural Method http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/433 <p><em>The problem raised is the absence of earthquake-safe structural props as learning support, so students still struggle to describe the behavior and effects of earthquakes on buildings. This research aims to produce earthquake-safe structural props media that are feasible to use as learning support media in the Structural Reinforcement Methods course. This research uses the Research and Development method, which adapts the DDD-E model, which consists of the Decide, Design, Develop, and Evaluate stages. The instrument used in this research is an assessment questionnaire for the media validation and practicality tests. Based on the product assessment of the earthquake-safe structure props media in the course of Structural Reinforcement Methods with the Aiken formula by media experts from all aspects obtained a V Aiken value of 0.87 with valid criteria, and the assessment by material experts from all elements received a V Aiken value of 0.96 with valid criteria. At the same time, students' practicality test of the earthquake-safe structure props media obtained a percentage value of 87% with very practical criteria. Therefore, the produced media can be declared very valid and applicable as learning support media.</em></p> Galuh Wulandari Eka Juliafad ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-18 2024-03-18 11 1 20 28 10.24036/cived.v11i1.433112 Analysis of Environmental Approval in Government Regulation No. 22 of 2021 on the Implementation of Environmental Protection and Management http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/483 <p><em>The environment is one of the sectors that has undergone a transformation since the Job Creation Law was passed. A number of clauses in Law No. 32/2009 were removed and amended by the Cipta Kerja Law. One of them is the elimination of Environmental Permits and replaced with environmental approvals that are integrated with business licensing.&nbsp; Government Regulation No. 22 of 2021 on the Implementation of Environmental Protection and Management is a derivative regulation of the Cipta Kerja Law.&nbsp; Many stakeholders are still unaware of the government regulation even though it has been in effect for two years. Therefore, the purpose of this article is to provide a brief explanation of how environmental approvals are issued. The method is normative legal research through a literature study of the mechanism for issuing environmental approvals listed in Government Regulation No. 22 of 2021. This research uses content analysis and flow charts as analysis techniques. The mechanism for issuing environmental approval has been regulated in detail in Government Regulation No. 22 of 2021 starting from self-screening by the person in charge of the business and/or activity, preparation of environmental documents, the process of examining and/or assessing environmental documents in the form of Environmental Impact Analysis (EIA) and Environmental Management Efforts and Environmental Monitoring Efforts (UKL-UPL) forms and Issuance of Environmental Approval.</em></p> Dwi Elvia Ningsih Aldri Frinaldi Rembrandt Rembrandt ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-18 2024-03-18 11 1 29 37 10.24036/cived.v11i1.483112 The Evaluation of the Competence of Expert Supervisory Consultants in the Implementation of Construction Projects http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/473 <p><em>The success in the implementation of construction projects is determined by the quality of the people involved in handling them, especially those who play an important role in the process of implementing construction projects such as supervisory consultants, supervisory consultants must meet the necessary criteria. In addition, the competence of supervisory consultants is very important so that the implementation of construction projects can produce good performance. Competence of supervisory consultants can improve performance in project implementation. supervisory consultants who carry out strategic supervision such as choosing the necessary implementation methods, as well as providing the best solution if there are obstacles or obstacles in the implementation of construction projects. The formulation of the problem in this study is to find out how the classification of the competence of supervisory consultants on construction projects and find out what are the competency factors possessed by supervisory consultants on the implementation of construction projects. The method of data collection carried out is by means of literature studies and surveys on the required sources of information in the form of interviews and research instruments, namely questionnaires in the form of multiple choice questions consisting of 100 items for each expert. Data analysis was carried out with statistics using the help of the Microsoft excel program and the SPSS Version 23 program.</em></p> Nazella Putri Viana Akhmad Suraji Benny Hidayat ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 38 46 10.24036/cived.v11i1.473 Identification of the Application Green Construction Concept using the Assessment Green Construction Model (MAGC) http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/512 <p><em>Environmental damage is a topic of global discussion, so there is a need to reduce the impact of this environmental damage in various sectors, including the construction sector. In the construction industry, one of the efforts is the need to implement green construction. Green construction is one part of sustainable development that is expected to be able to participate in maintaining environmental sustainability and harmony in its implementation. Until now, the application of the green construction method in sumatra has been considered to be relatively immature. This research aims to identify the application of the green construction concept using the green construction assessment model. This research is quantitative research. The data are collected through questionnaires. The assessment instrument uses the green construction assessment model (MAGC) which is combined with the analytical hierarchy process process (AHP) method for calculating aspect weights and green construction factors. This research uses six aspects, 16 factors, and 55 green assessment indicators. construction that is obtained through the green construction assessment model. Based on the results of the analysis and data processing through the Ms.Excel software, we obtained an aspect weighting result of 0.134 and a factor weight of 0.209. This value is used as a calculation for the green construction assessment model, which is obtained by a green construction value (NGC) of i3.15 which does not yet meet the ideal NGC value of 10.10.</em></p> Rahmat Rahmat Prima Zola Fitra Rifwan ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 47 51 10.24036/cived.v11i1.512 Risk Analysis of Work Accidents in the Construction Project of Class D Pratama Hospital Building Construction of Nias Regency http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/519 <p><em>In the construction project of RSU D Pratama in Nias Regency, this study aims to identify variables that increase the risk of work accidents. The author of this study used quantitative methods. The aspects used by researchers to identify the risk of work accidents include Factors of Work Accidents, Factors Causing Disease, Factors Causing Work Accident Hazards in Development Construction Projects, and Protection Factors for the Application of Occupational Safety and Health. Based on the results of the study, almost all aspects of the Class D Primary Hospital building in Nias Regency have occupational accident risks that have an impact on Occupational Safety and Health (K3)</em><em>.</em></p> Klarita Wanda Mendrofa Luther Setiawan Giawa ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 52 65 10.24036/cived.v11i1.519 The Effect of Changes in Flood Discharge on Sedimentation Rates in Middle Segment of Batang Kuranji Check Dam using HEC-RAS 6.0.0 http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/532 <p><em>The magnitude of the longitudinal slope of river gratly determines the magnitude of sediment transport. This is due to the large flow velocity. This shape causes gradation of the river bed, especially upstream of the river. This phenomenon is seen in the middle segment of Batang Kuranji. where a sediment control buildg or check dam has been built. However, sediment transport and changes in river cross-section upstream still occur. Based on this phenomenon, a simulation of changes in flood discharge on sediment rate was carried out. This simulation was carried out using the Meyer Peter Muller method found in HEC-RAS 6.0.0. The simulation was carried out using 25 year planned flood discharge with smaller variations in discharge changes, namely Q1, Q2 and Q3. In general, the simulation results show that changes in flood discharge determine the magnitude of changes in sediment rates, the greater the flow discharge, the higher the sediment rate, both with and without check dams. The simulation results also show that the sediment rate in conditions with a check dam has decreased compared to conditions without a check dam, this shows that the presence of a check dam can reduce the sediment rate that occurred before the check dam was built.</em></p> Septi Wila Zarinda Darwizal Daoed Nurhamidah Nurhamidah ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 66 76 10.24036/cived.v11i1.532 Analysis of Consumer Considerations Regarding Disaster Risk in Making Residential Choice Decisions in Padang City http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/502 <p><em>Considering that the city of Padang is the capital city of West Sumatra province which apart from being the center of government, is also the center for economic activities, education, trade and other informal sectors, the need for housing for the community needs attention. Because proper housing is a basic need for humans to carry out life and daily activities. The geographical condition of the city of Padang is in the area along the earthquake path following the 6,500 km subduction zone to the west of Sumatra Island. Apart from earthquakes, there are many disasters that have the potential to occur in the city of Padang such as tsunamis, landslides, floods, flash floods, tornadoes, and others. These potential disasters must be considered by consumers in making decisions in choosing housing that is appropriate and has a small disaster risk. The purpose of this research is to identify the reasons for consumers in making decisions about choosing housing in the city of Padang and also to analyze consumer considerations regarding disaster risk in making decisions about choosing housing in the city of Padang. The study was conducted on 60 respondents with 33 indicators which were divided into six general variables, namely price, location, building architecture, ease of transportation, environmental facilities and infrastructure and psychology then two disaster risk variables, namely disaster-free locations and building structures. In this study, the most influential variables in consumer decision making in choosing housing in the city of Padang sequentially were disaster-free locations, building structures, building architecture, environmental facilities and infrastructure, psychology, price, location and ease of transportation. And also the six general variables regarding consumer considerations in making decisions on choosing housing in Padang City simultaneously or as a whole have an influence on the two disaster risk variables studied, namely disaster-free locations and building structures.</em></p> Rustian Arbi Taufika Ophiyandri Benny Hidayat ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 77 88 10.24036/cived.v11i1.502 Improving the Collaboration Skills of Vocational School Students Through Flipbook with Augmented Reality in Society 5.0 http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/514 <p><em>In the age of Society 5.0, digitalization has completely changed the educational landscape and made it necessary for schools to foster students' critical thinking, cooperation, communication, and creative thinking abilities. (4C). Students can be better prepared for change by attending vocational institutions, such as the Vocational School (SMK). The continued development of learning technologies is crucial, particularly those that rely on virtual learning. R&amp;D (Research and Development) combined with the ADDIE (Analysis, Design, Development, Implementation, Evaluation) model is the research methodology used for the creation and assessment of learning media. Quasi-experimental (Non-equivalent Group Pretest Posttest Design) methods are used to measure students' increased capacity for collaboration through group controls and experiments. Two material experts and two media experts who are also students in class X at one of the Bandung SMKs serve as the subjects of the ADDIE model. Students in classes X.3 and X.4 are used for quasi-experimental procedures. The study's findings demonstrated that Flipbooks with augmented reality fell into a respectable category, with revisions observed in the presentations of 80.5% of subject matter experts and 80.8% of media professionals. In the experimental class, students' levels of collaboration were 91% with great categories, compared to 70% in the control class with good categories. These findings demonstrate how successfully using flipbooks with augmented reality can enhance SMK students' collaboration skills.</em></p> Zahra Ghinaya Sri Rahayu Nandan Supriatna ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 89 98 10.24036/cived.v11i1.514 Tsunami Vertical Evacuation Building Analysis (Shelter) Based on Number and Location: Case Study of Koto Tangah District- Padang City http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/509 <p><em>Koto Tangah Sub-district is a sub-district where part of its area is located on the coast, making it prone to tsunami disasters. </em><em>Despite the fact that </em><em>the large number of exposures in the tsunami red zone </em><em>predicted to happen in this </em><em>District</em><em>, t</em><em>he</em><em>re are only three</em><em> tsunami shelters in the red zone of Koto Tangah District. The purpose of this study was to determine the distribution of official shelters in Koto Tangah District, the distribution of planned shelters, and the coverage of shelter service areas. The research method used is a quantitative descriptive method. In this study, what is discussed is the number and location of shelters, as well as the location of the planned tsunami shelters</em><em>. Also, this present study sought to</em><em> finding out the coverage area that can be served by the shelter with the help of GIS applications.&nbsp; </em><em>T</em><em>he results of the data analysis are as follows: (1) There are nine villages (kel.) that are in the tsunami red zone of the Koto Tangah District and are not served by official shelters, namely: Kel. Padang Sarai, Kel. Batipuh Panjang, Kel. Lubuk Buaya, Kel. Pasia Nan Tigo, Kel. Batang Kabung Ganting, Kel. Koto Pulai, Kel. Koto Panjang Ikua Koto, Ex. Dadok Stumping Black, and parts of Ex. Parupuk Tabing. (2) The </em><em>analyzed </em><em>planned shelters and horizontal points </em><em>examined</em><em> that all of the Koto Tangah red zone areas can be served by shelters, and the planned shelters can be reached in the span of 34.5 minutes with a distance of 1554.57 m, meaning that people who are in the tsunami red zone can evacuate safely before the tsunami </em><em>hits the city. </em><em>&nbsp;(3) </em><em>local government n</em><em>eed</em><em>s</em><em> to add </em><em>another </em><em>6 planned shelters in Kel. Padang Sarai, Kel. Lubuk Buaya, Kel. Pasie Nan Tigo, Kel. Batang Kabung Ganting, and Kel. Parupuk Tabing, with each shelter's planned height of 8.5 meters.</em></p> Faisal Ashar Rika Ampuh Hadiguna Muhammad Faisal ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 99 108 10.24036/cived.v11i1.509 The Inhibiting Factors Analysis of BIM Implementation in Jambi City’s Construction Companies http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/531 <p><em>The development of information and communication technology is increasing every year, contruction sector indeed. The rapid increase in technology in the construction sector has forced all AEC actors in Indonesia to follow these developments as an effort to increase work productivity. The breakthrough that can support infrastructure development to follow the digitalization era is the use of various technologies and applications of Building Information Modeling (BIM) which have many benefits. However, for the implementation of BIM in Jambi City itself still relatively low, from the maturity level of BIM based on the model (Succar, 2010) obtained a value of 0.719 at the non-existence level, which means that the use of BIM in construction companies in Jambi City has not yet been implemented. the discovery of the potential use of BIM, even seen from the optimism of the implementation of BIM in the company, not all informants have high optimism. Therefore, a study was conducted on the inhibiting factors that hindered the implementation of BIM in construction companies in Jambi City, using interview techniques to determine the actual obstacles. The 5 highest barriers factors were identified, that is Lack of understanding of BIM and its benefits, Lack of government support, Requires high hardware specifications, High investment costs for BIM official licenses, Lack of market demand (Clients). With this research, it is hoped that the application of BIM can be better and provide maximum benefits to construction companies in Jambi City.</em></p> Nada Milani Azrita Benny Hidayat Taufika Ophiyandri ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-04-01 2024-04-01 11 1 109 119 10.24036/cived.v11i1.531 The Effect of Adding Coconut Coir Fiber on Compressive Strength, Tensile Strength, and Concrete Flexural Strength in Eco-Friendly Tetrapod Planning in Coastal Areas of IKN Supporting Cities http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/515 <p><em>Beaches often experience erosion or abrasion problems caused by various factors, such as climate change which triggers rising sea levels, high waves, human activities such as beach reclamation, and infrastructure construction that is not environmentally friendly, triggering erosion on the coast. In the coastal area of the city that supports IKN, which is located in the Balikpapan area, Manggar Beach, also experiences abrasion which causes land to narrow in that area. The abrasion that occurs erodes the coastal area around 7-8 meters every year. To produce environmentally friendly infrastructure, this research carried out the addition of coconut fiber waste components to tetrapod concrete used for breakwater construction. In this research, variations in the addition of coir used were 0%, 1%, 2%, 3%, 4% and 5%. The aim was to find out how much influence the addition of coconut coir waste to the concrete mixture had on the compressive strength, tensile strength and flexural strength of the concrete in tetrapods. and produce concrete that uses coconut fiber waste as an alternative material for tetrapod concrete as breakwater armor. Based on the analysis results, the quality of the concrete was 23 Mpa. This value was determined based on wave generation analysis. In addition, it is known that variations in coconut fiber affect the slump, compressive strength, flexural and split tensile test values of concrete. Based on the slump test results, it was found that the greater the variation of coconut fiber in the concrete, the lower the resulting slump test value. In testing the compressive, flexural and split tensile strength, it was found that the optimal composition for adding coconut fiber was 3%, in this composition the amount of coconut fiber fiber was able to improve the mechanical properties of tetrapod concrete compared to other compositions.</em></p> Hijriah Hijriah Noor Zaqiyah Muhding Muhammad Fajrin Wahab Ardiansyah Fauzi Rossana Margaret Kadar Yanti Riyan Benny Sukmara ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 120 134 10.24036/cived.v11i1.515 Socialization of the Sustainable Construction Management Budget through Community Service in the Mekarsari Boarding House Construction Project http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/553 <p><em>Sustainable construction management has become an important issue in this modern era due to limited natural resources, climate change and environmental problems. One construction sector that has great potential for implementing sustainable development principles is boarding houses. The demand for affordable and comfortable boarding houses continues to increase along with population growth and urbanization. However, unsustainable boarding house construction can have a negative impact on the environment and public health. Socialization of the sustainable construction management budget for the Mekarsari boarding house construction project through community service aims to introduce sustainable practices to relevant stakeholders. In the implementation method, identifying weaknesses, training, community formation, evaluation, and knowledge dissemination are key steps. The results of this community service include increasing the knowledge of project partners, forming a community that cares about sustainable development, and implementing sustainable practices in boarding house construction projects. Even though there are challenges, such as paradigm changes and regulatory complexity, this community service has great potential to become an inspiring example in the construction industry. The importance of continuing support for sustainable practices, increasing knowledge dissemination, realizing regulations, integrating technological innovation, and promoting cross-sector collaboration. By following these suggestions, this project can have a greater impact in driving positive change in the construction industry towards more sustainable development</em><em>.</em></p> Imam Mustofa Faiz Muhammad Azhari Bella Amiria Rahmahima ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 135 143 10.24036/cived.v11i1.553 Analysis of Accident Risk Points (Black Spots) on the Bubutan – Perak Barat Road Section Surabaya http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/554 <p><em>According to the traffic accident data from the Traffic Accident Unit of the Tanjung Perak Port Police and the Traffic Accident Unit of the Dukuh Pakis Police in Surabaya City in 2020-2022, traffic accidents that occurred on the Bubutan Road - West Perak Road section experienced an increase in the number of traffic accidents. The total details in 2021 were 13 incidents, in 2022 there was an increase to 17 incidents, besides that, the material losses incurred in 2022 had the highest figure, which amounted to IDR 46,000,000. So it is necessary to analyze the accident-prone points on the road section. The method used are AEK (Accident Equivalent Number), IPA (Importance Performance Analysis) method, and calculation of free flow speed, traffic volume analysis, and side obstacle analysis. Based on the analysis of accident-prone areas using the AEK method, it is known that the upper control limit value is 36.07 where Jalan Perak Barat has an AEK value above the BKA value in 2021 of 37, then in 2022 of 40. Jalan Perak Barat has an average traffic volume of 434.47 smp / hour, with a moderate level of side obstacles, but has a free flow speed that exceeds the planned speed. One of the factors causing traffic accidents on Jalan Perak Barat is the driver of a vehicle traveling at high speed, so rumble strip planning and road facility rejuvenation are recommended.</em></p> Radyan Hafidz Arsyi Nugroho Utomo Ibnu Solichin ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 144 153 10.24036/cived.v11i1.554 Analysis of House Conditions and Optimization of Aid Funds Based on Criteria for Unlivable Houses in Lubuklinggau Timur II District, Lubuklinggau City http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/510 <p><em>This research addresses the problem of public knowledge of uninhabitable houses and the difficulty in identifying houses that do not meet community housing standards, to provide criteria for uninhabitable houses as well as optimize the rehabilitation assistance budget carried out by the Government. This research uses a quantitative descriptive method by collecting data through questionnaires, field observations, and documentation on 69 sample houses. The results of the analysis categorize the level of damage to the house into three categories, namely heavy, moderate, and light damage. From the research results of 69 sample houses, it was found that only 59 houses met the requirements for the uninhabitable house rehabilitation assistance program. In optimizing the allocation of aid funds, the level of damage to the house must be taken into account. With a more objective approach, rehabilitation housing programs can be more effective and provide greater benefits to people in need.</em></p> Yusmarizal Yusmarizal Benny Hidayat Yossyafra Yossyafra ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 154 163 10.24036/cived.v11i1.510 Arrangement of Access to the Religious Tourism Area of The Tomb K.H. Abdurrahman Wahid Jombang Regency http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/555 <p><em>Jombang Regency is one of the regencies in the East Java region that boasts numerous tourist destinations. One of the religious attractions in Jombang Regency is the Tomb of K.H. Abdurrahman Wahid. Suboptimal road traffic conditions occur in the tourism area, particularly on K.H. Hasyim Asyari Street. This road segment frequently experiences high traffic volume due to tourism activities, numerous obstacles such as roadside parking, and non-motorized vehicles moving around the tourism area. This research adheres to the Guidelines for Indonesian Road Capacity (PKJI) 2014 regarding Urban Road Capacity. The primary data required for this study include geometric road data, traffic volume data, and roadside obstacle data. Meanwhile, secondary data in this study comprise road network data and Average Daily Traffic (ADT) data from the relevant authorities, namely the Jombang Regency Transportation Agency. From the traffic performance calculations, the saturation degree values for the existing conditions on K.H. Hasyim Asyari Street towards the south (DJ) = 0.7624 and towards the north (DJ) = 0.7075 were obtained. Based on the survey results, K.H. Hasyim Asyari Street towards the north has a capacity (C) = 2465, and towards the south, it also has a capacity (C) = 2465. The parking space requirements in the Religious Tourism Area of the Tomb of K.H. Abdurrahman Wahid (Gus Dur) are planned to be 171 parking spaces for motorcycles, 54 parking spaces for cars, and 53 parking spaces for buses.</em></p> Syada Taruna Achdan Ibnu Solichin Fithri Estikhamah ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 164 173 10.24036/cived.v11i1.555 Comparative Study of Cost and Eco-Efficiency Factors of Aluminum and Conventional Formwork in The AYOMA Apartment Construction Project http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/508 <p><em>The AYOMA Apartment construction project used two types of formwork; both aluminum formwork and conventional formwork are applied on one floor.&nbsp;A comparison of the costs of the two types of formwork used has not been carried out in </em><em>the </em><em>project planning.&nbsp;This study aimed to obtain a comparison between aluminum formwork and conventional formwork in terms of cost and eco-efficiency factor</em><em>s</em><em>.&nbsp;The comparison was made specifically on the formwork of the 3rd Floor of the West Tower, The AYOMA Apartment.&nbsp;The unit price analysis of formwork was based&nbsp;</em><em>on the&nbsp;coefficient of each work item </em><em>following </em><em>the regulation&nbsp;on Unit Price Analysis of Public Works&nbsp;and unit price standards applicable in the project location area.&nbsp;The eco-efficiency factor</em><em>s</em><em>&nbsp;were calculated from the waste produced by manpower.&nbsp;The calculation results showed that the cost of aluminum formwork for the 3rd Floor of West Tower </em><em>of </em><em>The AYOMA Apartment is IDR 2,708,328,757.73 or 2.25 times higher than the conventional formwork cost of IDR 1,204,987,034.60.&nbsp;However, when the reusability factor was considered, aluminum formwork is up to 14.83 times more efficient than conventional formwork.&nbsp;In the eco-efficiency factor</em><em>s</em><em> analysis</em><em>, the waste produced by manpower for the work of aluminum formwork is&nbsp;less, only 56.48% of the waste produced by manpower for the work of conventional formwork.&nbsp;The amount of waste produced from the main material and the quality of concrete produced by using aluminum formwork support the conclusion that aluminum formwork is more eco-efficient than conventional formwork.</em></p> Risma Apdeni James Hellyward Dhia Luthfi Syihab S.R. ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 174 184 10.24036/cived.v11i1.508 Analysis of Passenger Car Equivalency (EMP) Values on Road Sections in BandarLampung City (Case Study: Ratu Dibalau Road Section and Damar Island Road Section) http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/529 <p><em>The increase in vehicle volume in Lampung Province has resulted in a decrease in road performance. Capacity evaluation is prevention, determining capacity there are several parameters, one of which is EMP. In this case, the analysis of road section performance refers to MKJI 1997. The characteristics of MKJI 1997 are strongly influenced by the traffic of major cities in Indonesia which are made the place of empirical research in 1991 - 1995. Of course, there are differences in the characteristics that occurred in that year with the current situation. This study was conducted to determine whether there is a difference in the EMP value in MKJI with the current field EMP. This research uses field survey data including traffic volume, road section geometry, and Time Headway data between vehicles. In this study, the emp value is analyzed using the Time Headway method and the data for analyzing the performance of road sections refers to the 1997 Indonesian Road Capacity Manual (MKJI). The results of the emp MC value for the morning and afternoon peak hours on Section 1 are 0.48 and 0.46. Section 2 is 0.46 and 0.44. This value is significantly different from the 1997 MKJI emp of 0.25. for the DS value using emp MKJI on section 1, the results are 0.45 and 0.68. for DS emp calculations on section 0,3 of 0,43 and 1. For section 2 DS emp MKJI of 0.33 and 0.48. For DS emp calculations on section 2 of 0,48 and 0,65. It can be seen that significant differences can be caused by traffic flow conditions, differences in road characteristics, road gemetry conditions, and environmental conditions in 1997 with current conditions. It can also be seen that the greater the emp value will affect the amount of traffic volume so as to make the degree of saturation value greater.</em></p> Amelia Oktavia Michael Michael Muhammad Irsal Maulana ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 185 195 10.24036/cived.v11i1.529 Comparison of the Variation of Coarse Aggregate Gradation on the Strength of Concrete http://cived.ppj.unp.ac.id/index.php/CIVED/article/view/535 <p><em>Concrete as the main construction material has an important role in determining the strength and reliability of a construction project. The quality of concrete is influenced by the properties of its constituent materials, such as gravel, sand, cement and water. Testing the compressive strength of concrete is an important step to assess its quality and ensure it meets construction standards. Although previous research has compared the compressive strength of concrete and changes in aggregate volume, this research still covers limited dimensional variations and further exploration of aggregate dimensional variations is needed. This laboratory study used a conventional concrete design according to SNI 03-2834-2000, with compressive strength tests carried out at the Material Testing Laboratory, part of the Civil Engineering Department at Politeknik Negeri Banyuwangi Banyuwangi. The experimental results recorded in the fourth chapter show that at 7, 14, and 28 days, type AG 10 has the highest compressive resistance value, statistically significant mean value, and also shows that type AG 40 has the lowest compressive strength value. Therefore, it can be concluded that the smaller the size variation of coarse aggregate, the higher the compressive strength of concrete. These findings provide a comprehensive picture of the compressive strength characteristics of concrete with varying coarse aggregate sizes.</em></p> Dwivan Dhama Laras Dadang Dwi Pranowo Megalita Rodiyani M. Shofi'ul Amin Mohamad Galuh Khomari ##submission.copyrightStatement## http://creativecommons.org/licenses/by/4.0 2024-03-31 2024-03-31 11 1 196 204 10.24036/cived.v11i1.535