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Yusra Aulia Sari
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Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 203 Documents
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Analysis of Airport Taxis Vehicle Operating Costs at Tjilik Riwut Airport, Palangka Raya, Central Borneo Chintia Evangelista; Robby Robby; Murniati Murniati
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8615

Abstract

Vehicle operating costs refer to the costs associated with operating a vehicle for a given period of time. The PCI (Pacific Consultant International) method is the result of the sum of non-fixed costs and fixed costs. The purpose of this study is to determine the operational costs of airport taxi vehicles. When all primary data and secondary data have been collected, then further data analysis will be carried out using the PCI method. Based on the results of the analysis, it is known that the operational costs of sample 1 vehicles (Avanza 1.3 Transmover) are Rp. 4,226,- /km, sample 2 (Avanza 1.3 E M / T) is Rp. 4,606,- /km, sample 3 (Avanza 1.3 G M / T) is Rp. 4,595,- /km, and sample 4 (Veloz 1.3 M / T) is Rp. 3,969,- /km.
Land Use Relationship to Fluctuations in The Number of Trans Jogja Passengers During The Covid-19 Pandemic Amartya Rizki Ananda; Bambang Hari Wibisono
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8660

Abstract

Transportation and land use have a retroactive reciprocal relationship. As an impact of the Covid-19 pandemic, there are changes in the intensity of acticities in certain districts. This ultimately has an impact on people’s mobility patterns, especially in terms of using public transportation, as proven by the drastic decrease in the number of assangers. This study aims to identify the relationship between land use and fluctuations in the number of Trans Jogja passengers during the Covid-19 pandemic. The analysis was conducted using a qualitative descriptive method. The findings of this study shows that the variation in fluctuations in the number of passegers that occur is a consequence of the variation in the characteristics of the area around the Trans Jogja corridor. Tourism distric with a high density of activities tend to be more sensitive to a certain conditions. The greater the impact received by a land use due to certain conditions, in this case the Covid-19 pandemic, the greater the influence on the public transportation corridor through it.
A Analysis of Time and Cost Optimization in Building Contruction Using Time Cost Trade Off Method Firyaal Nabila
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8662

Abstract

The construction of both buildings and roads has several success factors. One of the influencing factors is the timely completion of the project and the costs incurred in accordance with the Budget Plan (RAB) that was prepared during planning. Many projects experience problems with delays in completion time, if the project is completed late then they will be subject to fines. So it is necessary to carry out appropriate calculations so that construction implementation can proceed based on the initial planning. For this reason, this research was carried out by analyzing time and cost optimization using one method, namely Time Cost Trade Off, by calculating the fastest implementation time and the minimum costs incurred. The results obtained from this research are that, by increasing the working hours by 1 hour, the project duration is reduced to 106 days and the cost decreases to Rp. 2,722,750,086, 05. Meanwhile, if workers are added equivalent to an additional 1 hour of working hours, the project duration is reduced to 106 days and costs also decrease to Rp. 2,720,684,806.69. For additional working hours of 3 hours, the project duration becomes 59 days and the cost becomes Rp. 2,552,212,214, 71. Meanwhile, if you add workers equivalent to adding 3 hours of work, the project duration will be 59 days, but the cost will decrease to Rp. 2,545,208,046.33. It can be concluded from this research that by speeding up the project completion time, total costs will decrease and it is most efficient to increase labor rather than increase working hours (overtime). This is done so that the project does not experience delays and incur fines.
Industrial Waste As Filler And Pamekasan Aggregate In The Mixture Asphalt Concrete - Wearing Course In Terms Of Marshall Characteristics Aldi Setiawan; Fairus Zabadi; Ragil Arman Maulana
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8664

Abstract

Utilization of hot mix asphalt in Pamekasan has increased due to the expansion of road networks for construction and maintenance purposes. The commonly used hot asphalt is AC-WC (Asphalt Concrete - Wearing Course), which serves as the hot asphalt layer for the pavement construction. Historically, the production of hot asphalt mix in Pamekasan involved obtaining materials from outside the Madura region, leading to high production costs. In response to this issue, there is a need for innovation in the composition of hot asphalt mix materials to enhance cost efficiency, especially considering the abundant quantity of materials available in Pamekasan. An innovative approach includes using crushed stone from Pamekasan as an aggregate in hot asphalt mix and incorporating waste materials such as Batumarmar limestone powder and fly ash as fillers. The utilization of local materials from Pamekasan and waste is expected to reduce production costs. For this purpose, 45 samples were created with different percentages, and the Marshall test method was employed to determine values such as density, flow, VMA (voids in mineral aggregate), VIM (voids in mineral aggregate filled with asphalt), VFA (voids filled with asphalt), and stability. Based on the test results, the Optimum Asphalt Content (OAC) was found in a mixture with 4% filler variation and 6% asphalt, yielding a density of 2.287, stability of 917 kg, flow of 3.467 mm, Marshall Quotient of 250.09 kg/mm, VIM of 3.67%, VMA of 15.18%, and VFB (voids filled with bitumen) of 77.68%. Another optimum mixture was identified with a 6.1% asphalt and 10% filler variation, resulting in a density of 2.280, stability of 1,127 kg, flow of 4.50 mm, Marshall Quotient of 250.45 kg/mm, VIM of 3.66%, VMA of 15.16%, and VFB of 76.70%. Additionally, a 6.2% asphalt and 10% filler variation produced a density of 2.285, stability of 1,061 kg, flow of 4.00 mm, Marshall Quotient of 365.28 kg/mm, VIM of 3.31%, VMA of 15.64%, and VFB of 78.84%.
The Impact of a Defect List and Outstanding List in Expediting the Project Handover Process of PaxOcean’s New Building Centre Cayitho Calveen veen; Indrastuti
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8690

Abstract

At each stage of the construction project, a handover process will be carried out. The handover process in a project is the process of handing over the work results from the contractor to the owner. Before the handover process is carried out, a checking process is carried out on the quality of the project. So it is necessary to make a list of repair work and pending work. The aim of this research is to assess how much influence the use of the defect list method has. This research began with creating a defect list format and an outstanding list format. The data used in this research are the results of observations in the field in the form of problems that arise and work that has not been completed. The results of the research are details of problems that arise on the project and the influence of using the defect list and outstanding list on the project and from making comparisons to the influence of using the method. Accordingly, the results of this research show that there is a positive influence from using the defect list and outstanding list methods.
Analysis Of Complex Shear Modulus Asphalt (G*) And Phase Angle (δ) On 60/70 Penetration Asphalt With The Additiion Of Mask Waste Content I Gusti Agung Ananda Putra
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8779

Abstract

The threat to the environment posed by carelessly discarded masks creates a new approach to reduce mask waste generated during the pandemic by recycling. The purpose of this study is to determine the increase in the mechanistic properties of asphalt, so that mask waste can be used as an additive for asphalt, ultimately reducing mask waste generated during the Covid-19 pandemic. Testing mechanistic rheological properties of asphalt using Dynamic Shear Rheometer (DSR) tool. The results showed that 60/70 penetration asphalt added with mask waste with a variation rate of 0% to 3% for the value of the complex shear modulus asphalt (G*) will increase along with the addition of mask waste levels. The phase angle value decreases at the same temperature as the mask waste increases. The temperature value at performance grade (PG) increases along with the increase in mask waste levels.
Analysis of Parkir Area Requirements at Universitas Internasional Batam Apis Indica Adam; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8795

Abstract

The significant increase in the number of students at Batam International University. Along with the increase in good accreditation in all faculties, Batam Internasional University has become one of the campuses that is of interest to the community, especially the people of Batam city. This causes density to continue to increase, especially in campus parking areas. The method used is observation of research objects and secondary data collection from the campus. There are parking characteristics consisting of the number of vehicles on two-wheeled vehicles totaling 896 motorbikes, average duration = 0.25 hours, parking index = 62%, parking space requirement = 56 SRP, estimated land area = ±1440 . With that, the land area required is 1344 and has reached the excisting area. In the charasteristics of class I car vehicles, it was found the number of incoming vehicles was 702, average duration = 0.18 hours, parking index = 18.84%, parking space requirement = 31 SRP, estimated land area = ±3726 . With that, the land area required is 8073 and does not yet meet the available area.
A Comparison of Reinforcement Planning for Basement Wall Shelter Based on SS EN 1990: 2008 (2015) with Technical Requirements for Household Shelter 2023 Fenia Hayatun Nikmah; Usmanul Hayadi Umar
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8802

Abstract

Singapore is an example that applies the concept of household housing, namely buildings that are used as evacuation places. One of the buildings that applies the household residential concept is a detached type of residential house with a basement located at 102 Jalan Langgar Bedok, Bedok Planning Area, Singapore in an HDB housing block. The technical guidebook used as a guideline for building household shelters is "2023 Household Shelter Technical Requirements". The aim of this research is to compare household reinforcement shelter planning based on SS EN 1990: 2008 (2015) with the 2023 Household Shelter Technical Requirements. The method used in this research is a quantitative method using secondary data, namely the dimensions of the household shelter building and the results on-site survey. The results of this research show that when planning reinforcement using SS EN 1990: 2008 (2015), the diameter of the reinforcement used is larger, namely H16-100, compared to the 2023 Household Shelter Technical Requirements guidebook, namely H10-100. This is because the walls of household shelters are also used as basement walls.
Study of Drinking Water Supply System Development Planning in Dusun Tuti, North Lombok Regency, Indonesia Ari Ramadhan Hidayat; Muhammad Khalis Ilmi
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8811

Abstract

Dusun Tuti is part of the administrative area of ​​Sokong Village, Tanjung District, North Lombok Regency. Tuti Hamlet has a population of 596 people spread across 5 (five) RT. Currently, meeting the need for clean water in Tuti Hamlet uses several drilled wells that are still functioning. In total there are 5 locations for drilled wells. However, currently only 2 drilled wells can operate and are unable to serve the amount of clean water needed in Tuti Hamlet. This is due to the absence of an adequate drinking water supply system network to distribute water originating from several drilled wells that are still operating. Therefore, it is necessary to plan the development of a drinking water supply system (SPAM) in Tuti Hamlet to overcome this problem. The aim of this research is to calculate the projected clean water needs in Tuti Hamlet for the next 15 years and plan the clean water piping network so that the clean water needs of the Tuti Hamlet community can be met. Population projections to determine the projected need for clean water using arithmetic methods. The population projection results show that the population in 2038 will be 920 people with an average need for clean water of 0.11 liters/second. The main distribution network system development plan in 2022-2038 uses 2 inch diameter PVC pipes for 450 m, 1.5 inch diameter PVC pipes for 3000 m and 0.5 inch diameter PVC pipes for 3600 m.
Geoelectric Method for Groundwater Identification in Pangkalarang Irene Tresna Wiati; Eka Wahyuningsih
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8816

Abstract

Meeting the need for clean water is one of the supporting conditions for creating good public health. Clean water can be obtained from several sources, including ground water, river water, dug well water, and so on. Likewise, people in the Pangkalarang area are experiencing a clean water crisis. They have difficulty getting clean water and can only rely on dug well water which is brownish red in color, similar to tea water and has a slight metallic smell. And of course this water is not suitable for consumption and can only be used for watering plants, washing clothes and bathing. The condition of clean water may be influenced by the condition of the Pangkalarang area which has swamps and is a coastal area, so it is possible that water pollution from dug wells may occur. The Pangkalarang area has a source of clean water in the form of groundwater whose existence needs to be known to make it easier for the community to determine the position of the drilled well. Therefore, researchers consider it necessary to investigate the existence of groundwater which is a source of clean water using Geoelectric methods in the Pangkalarang area. This Geoelectric method uses a Schlumberger electrode configuration to obtain information on the position and depth of the aquifer. This electrode configuration has the advantage of good vertical resolution so that it can represent groundwater depth conditions in detail along with information on the types of silt or rock layers in or around the aquifer. The results of observations and research data processing using IPI2Win software show that there is a very Geoelectric point position that can be used as a reference for determining the drilled well point, namely at a depth of 87 m it is estimated that water can be found, but it is still very likely to be mixed with sea water. Therefore, researchers recommend that groundwater drilling be carried out to a depth of 87 - 164 meters.

Page 15 of 21 | Total Record : 203

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