cover
Contact Name
Lisa Oksri Nelfia
Contact Email
lisa@trisakti.ac.id
Phone
+6221-5663232
Journal Mail Official
cesd@trisakti.ac.id
Editorial Address
Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat
Location
Kota adm. jakarta barat,
Dki jakarta
INDONESIA
Indonesian Journal of Construction Engineering and Sustainable Development
Published by Universitas Trisakti
ISSN : -     EISSN : 26214146     DOI : https://doi.org/10.25105/cesd
Core Subject : Engineering,
Indonesian Journal of Construction Engineering and Sustainable Development (CESD) has been published since 2018 by the Department of Civil Engineering, Faculty of Architecture and Planning, Universitas Trisakti in association with the Construction services development Board of Jakarta (LPJK). This journal was previously known as “Jurnal Teknik Sipil” Since 2011. CESD is published regularly twice a year (June and December) and is currently indexed in Google Scholar. CESD is an open access peer reviewed journal, publishing theoretical papers, practise-oriented papers including case studies, state-of-the-art reviews by individuals, researchers and academia, experts in the field of Civil Engineering. Articles can be submitted in Bahasa or English. Associate Editors or Reviewers are also welcome. Our goal is to provide a scientific and technical background of the most recent achievements in civil engineering, Especially structural engineering, transportation structures, water and geotechnical engineering and sustainability in construction management
Articles 106 Documents
IDENTIFIKASI JEJAK KARBON SKALA RUMAH TANGGA SEBAGAI UPAYA MENGATASI PERUBAHAN IKLIM Dedi Rosadi; Randhi Saily; Zaiyar Zaiyar; Ulfa Jusi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15629

Abstract

The high level of population density in RT 002 / RW 009 Labuh Baru Timur Village, Payung Sekaki District, Pekanbaru City has the potential to be a contributor to CO2 carbon dioxide emissions. The resulting carbon emissions are from electrical energy and food consumption. The formulation of the problem of this research is how the value of the carbon footprint resulting from the consumption of food and electricity energy. The purpose of this study is to determine the value of carbon emissions. Based on the data obtained, the value of emissions from the electricity sector is 1061.106786 (kg CO2)/day, the food consumption sector is 526.33299 (kg CO2)/day. The highest emission value produced by the electricity sector from the 32nd respondent was 18.39823 (kg C02)/day, and the food consumption sector from the 48th respondent was 13.55319 (kg C02)/day.
KELECAKAN DAN KEKUATAN TEKAN BETON BERBASIS ABU TERBANG SEBAGAI PENGGANTI SEMEN DAN BATU APUNG UNTUK PENGGANTI AGREGAT KASAR Muhammad Sofyan; Ade Okvianti Irlan; Jansen Zadrak Korobu; Abdul Rokhman
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15732

Abstract

Concrete's drawback is its low tensile strength and heavy weight, which may exceed 2400 kg/m3. The significance of self-weight in building construction is essential, particularly when dealing with seismic loads. The larger the inertial force from the weight of the structure itself, the greater the inertial force from the weight of the building itself, therefore lightweight concrete can provide an opportunity to lower its own weight with a smaller unit weight of 1850 kg/m3. Fly ash was employed as a substitute for cement in this investigation, while pumice was used as a substitute for coarse aggregate. The goal of this research was to establish the unit weight, compressive strength, and workability/slump value of concrete. In this investigation, 30% of the fly ash was utilized. Pumice is determined at 0%, 5%, 10%, and 15% of the weight of coarse aggregate. The SN sample has the highest slump value of 8.8. However, the slump value continued to fall with the addition of pumice. The use of larger pumice stone results in   a reduction in the volume weight of concrete up to 1845 kg/m3, permitting it to be classified as lightweight concrete. Pumice has been demonstrated to diminish strength by 11% on average for every 5% replacement
PENGELOLAAN JARINGAN DISTRIBUSI AIR BERSIH PERKOTAAN DI KABUPATEN GRESIK Azhar Adi Darmawan; Ahmad Zamroni Ghozali; Chairil Saleh; Lourina Evanale Orfa; Dandy Achmad Yani; Wahyu Sejati
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15738

Abstract

Clean water is a need that has no limits and will continue to be sustainable for the community, so there is a need to concentrate on fulfilling it, especially in urban areas where clean water sources are usually difficult to obtain. In meeting the need for clean water, it is necessary to evaluate and plan for the development of the community's clean water needs so that they can be fulfilled optimally. The purpose of this study is to determine the need for clean water in urban areas where the study location is the management of the clean water distribution network system whose source of clean water comes from the Legundi IPA, Gresik Regency. The application used to support the analysis of clean water distribution network is EPANET software. Utilization of the program serves to analyze the flow of distributed water and can determine the pressure that occurs in each pipe and node. The evaluation results show an increase in clean water services for the Surabaya River Water Resources service area, Gresik Regency, from 39.78% in 2021 to 50.88% in 2031. Using the Least Square method, the projected population of the Legundi IPA Water Resources service area in 2031 numbered 131,555 people, with a division of nodes of 1278 nodes in 2020 to 1352 nodes in 2031 with pipe diameters of 2 inches to 24 inches. Meanwhile, the average need for clean water is 186.51 liters/second in 2020 to 285.04 liters/second in 2031.
PENGGUNAAN SERAT KAYU PINUS PENGGANTI AGREGAT HALUS PADA CAMPURAN BETON MUTU NORMAL Muhammad Yusuf; Liana Herlina; Akbar Triandhika Budiman; M. Mubaarak Alvian; Vindy Talahatu
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15740

Abstract

The use of concrete materials is an important element in sustainable development in every part of the world. Sustainable development must of course support various aspects, from the aspect of development to the maintenance of the development process to the establishment of a building. Departing from this, innovations emerged in which in terms of the development process, construction projects can run better, of course taking into account global climate conditions. The construction project itself certainly has an impact in the form of large-scale waste, as is the case with the construction of houses which still tend to use wood construction. Utilization of construction waste can be optimized by utilizing this waste. The material substitute is a form of innovation to make concrete that is different from normal concrete. Substitutes for this material vary from cement substitutes, fine aggregate to coarse aggregate. In this case sawdust became a substitute for fine aggregate with a 5% substitution. Mix design using SNI 7656:2012. The results obtained from concrete with a 5% substitution of wood fiber were lighter by 4% than normal concrete, but the compressive strength results also decreased by 10.7%
ANALISIS KONDISI KERUSAKAN JALAN KABUPATEN PASURUAN MENGGUNAKAN METODE BINA MARGA (Studi Kasus : Jl Ahmad Yani – Jl. Dr. Soetomo) Eva Sundari; Nurin Izzah Rahmawati
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 5 No. 2 (2022): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v5i2.15741

Abstract

The Tengger Mountains Complex, which includes Mount Bromo, is the primary tourist attraction in the Pasuruan Regency. As a consequence, there has been an increase in the volume of traffic from one year to the next, particularly on the section of road that connects Ahmad Yani and Doctor Soetomo, which has led to a decline in the quality of the road. The objectives of the research will be to: 1) Determine the typical daily traffic levels and class scores along a number of different portions located within the Pasuruan area. 2) To assess the nature of the destruction that was sustained by the road that is the subject of this investigation. 3) To determine the significance of the state of the route that is being studied. This research makes use of a road final inspection calculated using the Bina Marga method. The survey data collected for this study includes both LHR and road damage data. According to the results of the study conducted on Jalan Ahmad Yani and Jalan Dokter Soetomo, the LHR class value for this location is 4, and the LHR value is 1234 pcu/hour. In the meantime, the alligator crack, that has surface area of 376.96 m2 and a significance order value of 8, is the most prevalent type of destruction along the road.
HUBUNGAN KUAT TEKAN DAN KUAT LENTUR BETON DENGAN MUTU Fc’ 25 MEGAPASCAL (MPa) Khairu Imanda Pratama; Pio Ranap Tua Naibaho; Sempurna Bangun
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 1 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i1.17151

Abstract

Along with the development of the times in the construction sector, there are so many new innovations in the infrastructure sector. The use of concrete construction is in demand because concrete has beneficial properties such as fire resistance, durability, high compressive strength and in practice it is easy to shape into the desired shape. Concrete material consists of a mixture of cement, coarse aggregate, fine aggregate, water and sometimes with innovative additives. The research method used in this research is experimental, by making sample test objects in the laboratory using two different specimens but with the same concrete quality, namely fc'25 MPa. Based on the results of the values ​​on the flexural and compressive test specimens in the laboratory, it has been found that an unsuitable relationship between flexural strength (fs) and compressive strength (fc ') is in accordance with SNI 2847: 2013. The formula (fr = 0.62) applies to the 28-day-old concrete test.
MODEL VALUE OF RESIDUAL STRENGTH OF CONCRETE ASPHALT PAVEMENT CONSEQUENCES OF SOAKING OF RAINWATER AND SEAWATER BY CONTINUOUS AND PERIODIC METHODS Oloan Sitohang; Asmirus Laia; Edison Hatoguan Manurung; Sarjono Puro
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 1 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i1.17152

Abstract

High rain intensity and limited draninase capacity result in high waterlogging on the road surface for a long time. After dry inundation, the pavement surface undergoes a bond between the aggregate and loose asphalt. This loose condition, when crossed by vehicles, causes cracks and holes so that the road is damaged. In addition, large-scale waterlogging can cause groundwater located below the soil surface to become saturated. The research method is an experimental laboratory with the help of descriptive statistics in analyzing data to find out an overview of the characteristics of concrete asphalt mixture materials. Penelitian aims to: Knowing the relationship between variations in soaking duration to the durability performance of asphalt concrete mixtures, Evaluating differences in residual strength index values due to length soaking by using seawater and rainwater with continuous and periodic mrtode, and Determining the relationship model between the Residual Strength Bonding of the asphalt mixture to time of soaking seawater and rainwater. The residual strength bond value (IKS) is greatly influenced by the soaking time, where the longer the concrete asphalt issoaked, the significantly lower the IKS value. As for the Modelh the difference between the Residual Strength Index against the bath time is a polynomial model.
EFEKTIFITAS KOMUNIKASI PROYEK KONSTRUKSI SAAT PANDEMI DARI SUDUT PANDANG KONTRAKTOR Rama Adjie Darmawan; Ryan Faza Prasetyo
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 1 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i1.17153

Abstract

Project communication management is an effort to ensure timeliness, collection and distribution of information according to the times. The level of success of a project has to do with Critical Success Factor (CSF) and one of them is communication. 2020 was a year that changed people's lives around the world because of the COVID-19 pandemic and had an impact on the construction sector in Indonesia. The PUPR Ministry issued Ministerial Instruction No. 02/IN/M/2020 regarding the mechanism for carrying out construction in preventing the spread of COVID-19 in both the government, regional government, BUMN, and private sectors during a pandemic (Construction Bulletin, 2020). In this case the implementation of Work Form Home (WFH) in contractor companies is one of the efforts to minimize the spread of the virus and continue to run the wheels of the economy (Prasetyo, 2022). This study aims to determine whether or not there is an influence on the effectiveness of the communication coordination relationship due to the COVID-19 pandemic in the construction process and to analyze whether or not there is a difference in the effectiveness of the communication coordination relationship before the pandemic and during the pandemic from the contractor's point of view. The research was conducted by distributing questionnaires to contractor stakeholders. Research data processing was carried out using excel and SPSS software. Data analysis was performed using descriptive statistics and comparative analysis.
ANALISIS LIFE CYCLE COST (LCC) TERHADAP KEPUTUSAN RENOVASI ATAU PEMBONGKARAN (STUDI KASUS: GEDUNG X) Sahara Reissa Amanda; Ryan Faza Prasetyo
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 1 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i1.17154

Abstract

Life Cycle Cost is a method for estimating the total cost of owning a facility which includes all costs associated with purchasing, owning and disposing of a building or building system. It has long been understood that evaluating construction costs only on initial costs is not enough. Thus, it is necessary to calculate maintenance costs during the life of the building. Consideration of the usage costs required throughout the life of the building must be considered. The purpose of this research is to obtain the total cost of life cycle life cycle cost (LCC) for periodic maintenance per 20 years in building construction. In this study, the building to be reviewed is Building X of one of the universities. The part that is calculated for the Life Cycle Cost is the wall elements of the building taking into account the renovation and demolition methods. Through the LCC calculation process for wall work items in the two methods, a total demolition cost of IDR 2,249,506,566.56 was obtained and a total renovation cost of IDR 2,945,332,567. The cost of renovation is greater than the cost of demolition because the planned life of the building decreases during the renovation stage, so that the building must be demolished and costs more.
Penentuan Tarif Jalan Tol Berdasarkan Analisis ATP-WTP, Analisis Sensitivitas dan Persepsi Pengguna Jalan Tol (Hasil Survei Wawancara Jalan Tol Becakayu) Wiryawan Purboyo; Doddy Ari Suryanto; Tatang Ramdan; Johanes Tendy
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 1 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i1.17155

Abstract

The income from toll tariff is the main source of revenue to repayment of investment costs of toll road construction. The estimated value of toll tariffs can be usefull for regulators, investors and BUJT to consider decision KPBU, investment and company management. The aim of this study is to conduct a financial analysis of the toll rates for the Becakayu Toll Road. The research method used is the Quantitative Method, by calculating ATP, WTP, perceptions of applicable tariffs and analyzing the sensitivity of user movement to the toll road. The results of the analysis show that the ATP value is Rp 1,655.00 per km and the WTP value is Rp 1,515.00 per km. The results of the sensitivity analysis of price changes and their probability of moving to the toll road, for each increase in the toll fare (farthest distance) of Rp 3,000.00 has the potential to decrease 0.59% of toll road users. The perception of toll road users regarding the current toll tariff is Rp. 14,000.00 - for a distance of 8.4 km shows that: 51.33% of respondents consider it appropriate; 42.89% consider it expensive; 4.02% is very expensive; 1.61% consider it cheap; and 0.16% consider it very cheap

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