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Analisis Dampak Kerusakan Jalan Terhadap Pengguna Jalan dan Lingkungan di Jalan D.I. Panjairan Jakarta Timur Indra Bayu Sukma; Era Agita Kabdiyono
Cerdika: Jurnal Ilmiah Indonesia Vol. 5 No. 4 (2025): Cerdika: Jurnal Ilmiah Indonesia
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/cerdika.v5i4.2525

Abstract

Kerusakan jalan di Jalan D.I. Panjaitan, Jakarta Timur, telah mengganggu efisiensi transportasi dan keamanan masyarakat. Penelitian ini bertujuan menganalisis jenis kerusakan jalan dan dampaknya terhadap pengguna jalan serta lingkungan sekitar, menggunakan pendekatan campuran melalui survei lapangan, kuesioner, dan analisis statistik berbasis SPSS. Hasilnya mengidentifikasi delapan jenis kerusakan, termasuk retak kulit buaya dan lubang, dengan keamanan (98% kesepakatan responden) dan aktivitas ekonomi (74% gangguan) sebagai aspek paling terdampak. Analisis regresi menunjukkan 51,9% pengaruh kerusakan jalan terhadap gangguan masyarakat (Y = 10,851 + 1,205X). Temuan ini menekankan perlunya pemeliharaan jalan yang diprioritaskan dan menyediakan kerangka kerja berbasis data bagi pembuat kebijakan untuk mengatasi kesenjangan infrastruktur, meningkatkan mobilitas dan ketahanan sosio-ekonomi di perkotaan.
Evaluasi Volume Pasangan Dinding Menggunakan Clash Detection Pada Proyek Hotel Marriot Gelora Era Agita Kabdiyono; Rosario Olsen
Jurnal Teknik dan Science Vol. 4 No. 2 (2025): Juni : Jurnal Teknik dan Science
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jts.v4i2.2299

Abstract

The development of digital technology has a positive impact on the construction world, which plays an important role in economic growth and employment. The complexity of construction work requires good project management and coordination to simplify and minimize errors in the construction and supervision process. One technology that can be implemented in construction work is Building Information Modeling (BIM). This study uses a quantitative method using BIM software, namely Autodesk Revit for 3D modeling and Autodesk Navisworks for analyzing collisions (clash detection). Data collection techniques are carried out by receiving detailed engineering drawing (DED) data from consultants, 3D model structures, architecture and a recapitulation of project cost estimates. The use of BIM in the Marriot Gelora Jakarta hotel project specifically to emit basement wall volumes uses the clash detection method found in Autodesk Navisworks software. Clash detection analysis is only carried out on the basement floor (B4 - B1M). A clash case is created related to the volume of the basement architectural wall. Based on the results of the calculation of the budget plan for the basement floor architectural wall work before and after clash detection, it can be concluded that the use of BIM clash detection technology can save budget costs of Rp. 82,191,346.13.
Analisis Perbandingan Rencana Anggaran Biaya Perhitungan Kontraktor dengan Metode Perhitungan AHSP 2025 pada Proyek Pembangunan BRI Unit Setu Bekasi Aditya Maulana; Era Agita Kabdiyono
Jurnal Teknik dan Science Vol. 4 No. 3 (2025): Oktober: Jurnal Teknik dan Science
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jts.v4i3.2300

Abstract

Indonesia is a developing country, and as such, many projects are underway or about to commence. In practice, there are often discrepancies between the budget prepared by the contractor and that prepared based on the AHSP 2025. This study aims to analyze the comparative Budget Plan (RAB) using two different approaches, namely the contractor's calculation method and the 2025 Work Unit Price Analysis (AHSP) method on the BRI Unit Setu Bekasi construction project. This study uses a descriptive-comparative quantitative approach, where all components of the structural work are analyzed in terms of unit prices of materials, labor wages, and tools based on both methods. The results show that the total budget cost based on the contractor's method is Rp. 1,995,455,880.00, while based on the 2025 AHSP method is Rp. 2,414,858,280.00. From these results, there is a difference of Rp. 419,402,400.00 or approximately 21%, where the contractor's method is lower in terms of total costs. This difference is caused by the flexibility of the contractor's method, which adjusts the unit price to field conditions and cost efficiency strategies, while the AHSP method is standard and administrative in nature according to the provisions of the Ministry of PUPR. This study contributes to choosing the most effective and efficient budget approach in construction projects. For the project implementers and owners, this comparison serves as an evaluative basis for preparing a realistic yet accountable budget.
Sosialisasi Pengenalan Uji Sondir untuk Evaluasi Daya Dukung Tanah Bangunan Masjid Jami’ Raudhatul Jannah, Wilayah Jakarta Timur Era Agita Kabdiyono; Alizar Alizar; Muslim Untung; Nabiyanka Ardhiansyah; Wulan Muchidayat
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 01 (2026): April: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i01.2749

Abstract

This community service activity aimed to introduce and implement Cone Penetration Testing (CPT) or sondir testing as an initial method for evaluating soil bearing capacity in the construction plan of Masjid Jami’ Raudhatul Jannah, located in East Jakarta. Soil investigation plays a crucial role in ensuring the structural safety and stability of buildings, particularly for public facilities such as mosques. The program was conducted through field observations, technical explanations, and direct demonstrations of CPT procedures to mosque administrators and local community representatives. The test results provided information regarding soil stratification, cone resistance, and estimated bearing capacity at the proposed construction site. The activity also enhanced participants’ understanding of the importance of geotechnical investigations prior to construction work. Through this program, the community gained practical knowledge about soil testing methods and their contribution to minimizing structural risks and supporting sustainable building development. The implementation of CPT testing is expected to become a reference for future construction planning in the area.
Sosialisasi Penerapan Building Information Modeling (BIM) sebagai Upaya Peningkatan Kompetensi Digital Konstruksi pada Siswa SMK4 Tangerang Era Agita Kabdiyono; Jalaludin Jalaludin; Dedi Prihadi; Rosario; Naufal Dwi Aryo Prasojo
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 01 (2026): April: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The rapid development of digital technology in the construction industry demands the improvement of workforce competencies, particularly in the field of digital construction. One of the technologies widely implemented in modern construction projects is Building Information Modeling (BIM), which enables integrated planning, design, and project management. However, the understanding and application of BIM among vocational high school (SMK) students, especially those majoring in Building Engineering, remain limited. This Community Service Program (PKM) aims to enhance students’ digital construction competencies through the introduction and implementation of BIM-based learning. The program was conducted through training sessions, software demonstrations, hands-on practice, and mentoring activities focused on basic BIM applications in building design and modeling. The results of the program indicate that students showed increased understanding and practical skills in operating BIM software, as well as improved awareness of digital transformation in the construction sector. Furthermore, the activity encouraged students to develop adaptive and industry-relevant competencies that support their readiness to enter the workforce. Therefore, the implementation of BIM-based training can serve as an effective strategy to improve digital construction competencies among vocational students in the Building Engineering department.
Sosialisasi Pemanfaatan Limbah Pecahan Genteng sebagai Agregat Kasar Alternatif dalam Konstruksi Ringan Reynold Andika Pratama; Era Agita Kabdiyono; Hidayat Dwi Saputra; Acep Enang Supriatna; Muhamad Febriansyah
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 01 (2026): April: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i01.2751

Abstract

The increasing volume of construction waste, particularly broken roof tile debris, has become an environmental concern that requires innovative and sustainable solutions. This Community Service Program (PKM) aimed to socialize and introduce the utilization of roof tile fragment waste as an alternative coarse aggregate in lightweight construction to the local community. The activity was conducted through educational seminars, discussions, and practical demonstrations involving community members and construction practitioners. The program emphasized the potential benefits of recycled roof tile waste, including waste reduction, environmental preservation, and cost efficiency in construction materials. The results of the socialization activities indicated that participants gained a better understanding of sustainable construction practices and showed positive responses toward the application of roof tile waste as an alternative material in lightweight concrete and non-structural construction components. Furthermore, the program encouraged community awareness regarding the importance of recycling construction waste into value-added materials. Therefore, the utilization of broken roof tile waste as alternative coarse aggregate can serve as an environmentally friendly and economically beneficial solution for sustainable lightweight construction development.
Sosialisasi Inovasi material Menggunakan Silica Fume dan Fly Ash sebagai Bahan Tambah pada beton Anastasia Septya Wardaningrum; Era Agita Kabdiyono; Ahmad Fachri Ilham Al Akmal; Iqbal Rusdiani; Kukuh Faizal Akhmad; Muhammad Khoirul Dzakwan
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 2 (2026): Agustus: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i2.2797

Abstract

This title describes an activity (such as a seminar, workshop, or presentation) aimed at disseminating information (socialization) about an innovation in the field of construction materials. Many small-scale construction practitioners, craftsmen, or the general public still use conventional concrete mixing methods (only cement, sand, gravel, water). They do not understand that the addition of additives can significantly change the properties of concrete. Fly Ash (fly ash from coal combustion) and Silica Fume (residual silicon metal production) are industrial wastes that are abundantly produced. If not utilized, these materials often become environmental pollutants. In the field, this waste is often considered useless, even though it has high pozzolanic properties. Conventional concrete often has quite large micropores, making it susceptible to water seepage and cracking over time. Without additives, it is difficult to achieve high-quality concrete or watertight concrete at the greatest cost efficiency. In the field, cement use is often wasteful. Replacing some cement with Fly Ash or Silica Fume is a global solution that has not been widely implemented at the local/community level. The main objective of this activity is to bridge modern concrete technology with its applications in society to create better and more sustainable construction. The main focus of innovation is the use of two specific materials: Silica Fume and Fly Ash. These two materials—often byproducts or waste from other industries—are presented as additives mixed into concrete.
Sosialisasi Inovasi Beton Ramah Lingkungan Berbasis Tempurung Kelapa sebagai Substitusi Agregat Kasar Rifaldi Adi Saputra; Era Agita Kabdiyono; Agung Sakti Meldian; Stevi Cahyani; Yayo Hardiansah; Galang Romadlon; Hariyadi Hariyadi
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 2 (2026): Agustus: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i2.2798

Abstract

The increasing use of concrete in infrastructure development has led to a growing demand for natural aggregates, particularly gravel as coarse aggregate. This condition requires the introduction of environmentally friendly alternative materials based on local resources. Coconut shell is an organic waste commonly found in communities, yet its practical use as a construction material remains limited. This community service activity aims to improve participants’ knowledge and basic skills in utilizing coconut shell as a substitute for coarse aggregate in environmentally friendly concrete mixtures. This study employed a descriptive qualitative method through socialization, demonstration, simple practice, observation, documentation, discussion, and evaluation of participants’ understanding. The data were analyzed descriptively to explain the implementation process, participants’ responses, and changes in their understanding of coconut shell waste utilization. The results show that participants gained knowledge about the concept of green concrete, the function of coarse aggregate in concrete mixtures, the initial processing stages of coconut shell, and the potential of local waste as an alternative material for simple construction applications. The implication of this activity is the improvement of community awareness regarding waste utilization and the importance of sustainable construction materials. The originality of this activity lies in its educational and practical approach to introducing coconut shell as a coarse aggregate substitute through direct socialization and hands-on practice with the community.
Sosialisasi Pembuatan Eco-Paving Block Berbasis Serbuk Cangkang Telur sebagai Material Konstruksi Ramah Lingkungan Y. Sulistiyohadi; Era Agita Kabdiyono; Jalaludin Jalaludin; Achmad Sarwiji; Sigit Ary Cahyon; Tegar Rafii Fadh Lullah
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 2 (2026): Agustus: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i2.2799

Abstract

Eggshell waste is an organic waste commonly generated from households, school canteens, restaurants, and food industries, yet its utilization remains limited. Eggshells contain calcium carbonate (CaCO₃), which has the potential to be used as a partial cement substitute in environmentally friendly construction materials. This community service activity aims to improve the knowledge and skills of students at SMK Negeri 4 Kota Tangerang in utilizing eggshell waste as a mixture material for eco-concrete or eco-paving block production. The implementation method used a participatory approach, including preliminary observation, socialization of green technology concepts, training in processing eggshells into powder, product-making demonstrations, hands-on practice, discussion, documentation, and activity evaluation. The activity data were analyzed descriptively and qualitatively based on observation results, participant responses, documentation, and evaluation of participants’ understanding. The results show that participants gained knowledge about green technology, organic waste management, eggshell processing stages, and the potential of eggshell powder as an alternative material for non-structural construction products. This activity contributes to increasing environmental awareness and strengthening students’ practical skills in processing waste into value-added materials. The originality of this activity lies in the integration of environmental education, appropriate technology, and practice-based learning in introducing eggshell powder-based eco-paving block innovation within vocational education.
Pile Foundation Design for a 9-Story Office Building (Case Study: Mozia Office, South Tangerang) Muhammad Enduh; Era Agita Kabdiyono
Jurnal Teknik dan Science Vol. 5 No. 1 (2026): Februari : Jurnal Teknik dan Science
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jts.v5i1.2656

Abstract

Building safety is largely determined by the ability of the foundation to transfer structural loads to soil layers with adequate bearing capacity. Therefore, in conditions where the surface soil is weak, pile foundations are used to reach more stable layers. This study evaluates the performance of pile foundations at the Mozia Office Building, a nine-storey office building in Bumi Serpong Damai, through an analysis of bearing capacity, group efficiency, and foundation settlement based on SPT data and laboratory testing with parameters of N-SPT, soil weight, porosity, and soil shear strength. The foundation capacity was calculated by separating the end bearing capacity using the Meyerhof method and the skin friction using the α method according to McClelland (1974) and Reese and Wright (1977), while the pile group efficiency was reviewed conservatively from several empirical methods and the settlement was analysed using semi-empirical methods and Vesic (1977). The analysis results indicate that the effective soil layer for pile tip placement is at a depth of approximately 10 m, with an ultimate bearing capacity of 9,153.55 kN, a permissible bearing capacity of 3,051.18 kN, and a single pile settlement of 4.43 cm and a pile group settlement of 6.27 cm, which still meet the permissible limits. Therefore, the planned pile foundation is considered safe and suitable for use.