Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)
Ruang lingkup Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) adalah : 1. Struktur mencakup penerapan mekanika teknik seperti pada penerapan struktur beton, baja, kayu, dan komposit. Termasuk penerapan dalam rekayasa gempa suatu bangunan gedung dan jembatan. 2. Manajemen Konstruksi. Bidang manajemen konstruksi mencakup dalam penerapan optimalisasi estimasi biaya, penjadwalan proyek, manajemen proyek, analisa dokumen tender/lelang, penentuan kelayakan ekonomi suatu proyek, semua hal yang berkaitan dengan hukum dan perizinan bangunan hingga pengorganisasian pekerjaan di lapangan sehingga diharapkan bangunan tersebut selesai tepat waktu. 3. Material Maju. Bidang material maju merupakan suatu terapan inovasi untuk mencari material konstruksi bahan bangunan yang memiliki keterbaruan baik dari segi keawetan, keringanan, kekuatan/mutu, dan keekonomisan yang mampu diterapkan di dalam suatu konstruksi bangunan sipil. 4. Hidroteknik dan Sumber Daya Air. Bidang hidroteknik dan sumber daya air mencakup bidang teknik sipil keairan seperti penerapan hidrologi dalam memprediksi perubahan iklim dan cuaca, menganalisa aliran permukaan dan air bawah tanah serta menganalisa besaran muatan sedimen dan hidrograf banjirnya serta permasalahan-permasalahannya. Untuk penerapan hidrolika dalam menganalisa bangunan keairan seperti perencanaan bangunan waduk, embung, kolam retensi, bendung, bendungan, saluran drainase, bangunan dan saluran irigasi, bangunan pelindung sungai, normalisasi sungai. Sedangkan bidang sumber daya air mencakup penerapan optimalisasi dan manajemen sumber daya air untuk diterapkan di pertanian, perkebunan dan kehutanan, serta dalam menganalisa konservasi air dan tanah serta bangunan konservasinya. 5. Bidang geoteknik ini mencakup struktur dan sifat berbagai macam tanah dan batuan dalam menopang suatu bangunan yang akan berdiri di atasnya. Cakupannya dapat berupa investigasi lapangan yang merupakan penyelidikan keadaan-keadaan tanah suatu daerah, penyelidikan laboratorium serta perencanaan konstruksi tanah dan batuan, seperti: timbunan (embankment), galian (excavation), terowongan tanah lunak (soft soil tunnel), terowongan batuan (rock/mountain tunnel), bendungan tanah/batuan (earth dam, rock fill dam), dan lain-lain. 6. Bidang transportasi mencakup sistem transportasi dalam perencanaan dan pelaksanaannya. Cakupan bidang ini antara lain konstruksi dan pengaturan jalan raya, jalan rel, konstruksi bandar udara, terminal, stasiun, pelabuhan dan manajemennya. 7. Teknik Lingkungan. Bidang teknik lingkungan mencakup permasalahan-permasalahan dan isu lingkungan. Cakupan bidang ini antara lain penyediaan sarana dan prasarana air bersih, pengelolaan limbah dan air kotor, pencemaran sungai, pencemaran air tanah, polusi suara dan udara hingga teknik penyehatan serta kualitas air. 8. Pemetaan / Geomatika/ Penginderaan Jauh. Bidang ini mencakup penerapan suatu pemetaan hasil ukur tanah terhadap pemecahan suatu permasalahan kondisi geografis muka bumi baik itu melalui citra satelit, dan penginderaan jauh. Salah satunya dengan penerapan analisa Sistem Informasi Geografis dan perangkat aplikasi lainnya. 9. Rekayasa Teknologi Infrastruktur. Bidang ini merupakan penerapan keilmuan ketekniksipilan dalam merancangbangun infrastruktur dan penerapan teknologi infrastruktur dalam suatu pembangunan yang berkesinambungan yang berwawasan lingkungan.
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<![CDATA[Nilai CBR Tanah Ekspansif Setelah di Stabilisasi Kapur Terhadap Sifat Filtrasi Tanah ]]>
<![CDATA[Sandi, Dora Melati Nurita]]>;
<![CDATA[Erwanto, Zulis]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.708
<![CDATA[Penelitian ini dilakukan dengan memanfaatkan sifat filtrasi tanah, sehingga stabilisasi dilakukan hanya pada area tanah tertentu dan dilakukan pengamatan pengaruhnya terhadap area sekitar tanah yang distabilisasi. Stabilisasi menggunakan bahan stabilisatior kapur. Prosentase kapur yang digunakan sebesar 8% dari berat tanah. Pengamatan pengaruh tanah di sekitar area stabilisasi dilakukan pada arah horizontal dan arah vertikal. Metode penelitian dengan memodelkan tanah dalam skala laboratorium, yaitu dengan membuat kotak triplek yang berukuran, panjang 1m, lebar 50 cm, tinggi 100 cm. Tanah yang distabilisasi pada area tengah dengan menggunakan kapur 8%, kemudian tanah diuji CBR. Pengujian CBR pada arah horizontal, mengalami peningkatan nilai CBR dibandingkan tanah asli dengan nilai 18,559% menjadi 29,610% dari rata-rata jarak 20 cm hari ke 1 dengan presentase kenaikan 59,2% sedangkan pada jarak 40cm mendapatkan nilai dari rata-rata 30,29%. Pengujian CBR arah vertikal, mengalami peningkatan nilai CBR dari tanah asli. Nilai CBR tanah asli sebesar 18.559%, mengalami kenaikan menjadi 29,610% pada area yang distabilisasi. Pada area jarak 20cm dari area stabilisasi, dengan masa peram hari ke 1 nilai CBR rata-rata sebesar 59,2% sedangkan pada jarak 40cm dengan masa peram hari ke 1 nilai rata-rata CBR yang diperoleh adalah 62,86%. Dari hasil pengujian, dapat disimpulkan bahwa tanah yang berada di sekitar tanah stabilisasi mengalami kenaikan nilai CBR dan semakin lama masa peram semakin meningkatkan nilai CBR.]]>
<![CDATA[Penilaian Green Building pada Gedung Laboratorium Terpadu II Institut Teknologi Kalimantan ]]>
<![CDATA[Choirunisa, Yulia]]>;
<![CDATA[Sari, Oryza Lhara]]>;
<![CDATA[Anindyta, Imma Sofi]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.874
<![CDATA[Efforts are essential to reduce emissions and environmental damage from construction activities, such as applying green concepts throughout the construction process. Institut Teknologi Kalimantan (ITK) is a sustainable development initiative in East Borneo that adopts these green concepts. Specifically, the Gedung Laboratorium Terpadu II at ITK was planned as a green building but hadn't undergone an assessment. This study assessed the building using the Greenship New Building Version 1.2 tool, revealing that it scored 25 points (24.75%), falling short of green building status. Recommendations for improvement included increasing vegetation, implementing energy and water efficiency measures, sourcing alternative water supplies, enhancing lighting systems, and improving waste treatment. These changes could elevate the building's green status to gold, with a 59.41% score.]]>
<![CDATA[Analisis Parkir Perumda Pasar Pakuan Jaya ]]>
<![CDATA[Rifaldi, Reza]]>;
<![CDATA[Rulhendri]]>;
<![CDATA[Chayati, Nurul]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.968
<![CDATA[The research aims to manage parking facilities so that there are no more vehicles parking in the area outside the Pakuan Jaya Market Perumda market; therefore, vehicles that park in the area outside the Pakuan Jaya Market Perumda market parking facility are placed in the Pakuan Jaya Market Perumda parking facility area so as not to reduce the road capacity. In this study, using the SRP method of characteristics (Volume, Accumulation, Duration, Turnover, Index), the performance management of paid parking is examined. Data collection was carried out by the survey method, with a time of 12 hours and running for sixteen days, with the data taken being the data of vehicle entry and exit hours to determine the characteristics of parking. The results of this study comprise the calculation of characteristics, including the maximum parking cumulation of 199 vehicles, which occurred on Friday, 12 April 2024 with a vehicle volume of 176 vehicles, and the maximum parking duration for At noon on the peak day, Thursday 4 April 2024, for sixteen days, the highest turnover of motorcycle parking at Perumda Pasar Pakuan Jaya Bogor City was observed at 30.03%. The maximum parking index reached 33.96%, indicating that the parking performance was relatively poor. However, the motorcycle parking capacity at Perumda Pasar Pakuan Jaya Kota Bogor was sufficient to meet the existing parking demand due to the capacity of the existing parking spaces. This was indicated by the parking index, which is less than 100%.]]>
<![CDATA[Evaluasi dan Re-Mapping APAR di Lingkungan Gedung Perkantoran PLN UID Jawa Timur ]]>
<![CDATA[Prastya, Deny Nurcahyo Hari]]>;
<![CDATA[Martiana, Tri]]>;
<![CDATA[Parlan]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.976
<![CDATA[This research aims to evaluate and re-map the Portable Fire Extinguishers (PFE) in the office buildings of PLN UID East Java. The method employed is a descriptive observational approach, gathering primary data through direct observation and structured interviews, supplemented by secondary data from document reviews. The findings reveal a gap between fire safety standards and actual conditions, such as improper PFE placement, unclear expiration dates, and an uneven distribution of PFE across buildings. Risk analysis identifies hazards from these issues, including delayed fire response and potential failure of PFE during emergencies. Calculating PFE needs based on Permenakertrans Regulation No. 04/MEN/1980 and NFPA-10 edition 2022 generates recommendations for redistributing PFE. Based on these calculations, three buildings (C, F, I) are found to have an excess of 13 PFE, while four buildings (A, B, D, E) are short by 9 PFE. The recommendation suggests transferring 11 PFE from Building F: 4 PFE to Building A, 3 PFE to Building B, and 2 PFE each to Buildings D and E. This redistribution ensures the correct number of PFE in each building, enhancing fire safety management in PLN UID Jawa Timur office buildings. This action aims to align the PFE distribution with safety requirements.]]>
<![CDATA[Analisis Kebisingan dengan Menggunakan Peta Kebisingan serta Rekomendasi Program NIHL (Noise Induced Hearing Loss) di PT. Wijaya Karya Beton, Tbk. PPB Pasuruan ]]>
<![CDATA[Shalina, Nia Vita]]>;
<![CDATA[Tualeka, Abdul Rohim]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.989
<![CDATA[Noise is one of the environmental issues that frequently occurs in the workplace, particularly in the manufacturing industry. Excessive and prolonged exposure to noise can cause health problems for workers, such as Noise-Induced Hearing Loss (NIHL). PT. Wijaya Karya Beton, Tbk. PPB Pasuruan, in its production process, uses various machines and equipment that can produce quite high noise levels. To overcome the noise problem at PT. Wijaya Karya Beton, Tbk. PPB Pasuruan, it is necessary to create a noise description using a noise map, so that monitoring can be carried out. In addition, implementing the NIHL (Noise-Induced Hearing Loss) program is needed to prevent and reduce the risk of hearing loss in workers. This study aims to describe noise using a noise map and provide recommendations for noise control efforts in the form of Noise-Induced Hearing Loss (NIHL). The method used is descriptive observational, with primary data from direct observation and secondary data from noise measurements conducted by PT. Envilab Indonesia. The results of the study showed that noise levels in several production areas exceeded the permitted threshold, with the highest noise intensity reaching 89.7 dBA. Recommendations include the use of ear protection, regular noise monitoring, and worker education on noise hazards. Implementation of the NIHL program is expected to reduce the risk of hearing loss and improve occupational health and safety.]]>
<![CDATA[Analisis Daya Serap Air Paving Block Dengan Polyethylene Terephthlate Sebagai Pengganti Semen ]]>
<![CDATA[Al Hidayat, Fauzi]]>;
<![CDATA[Indriani, Andi Marini]]>;
<![CDATA[Utomo, Gunaedy]]>;
<![CDATA[Harami, Fachruddin]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1004
<![CDATA[Plastic waste is one of the main challenges faced by Indonesian society. Plastic drinking bottles are one of the largest sources of waste, and it is estimated that the total amount of plastic waste worldwide will reach 12,000 million tons by 2050. So there needs to be an effort to recycle the plastic. In this study, PET plastic was used as a substitute for cement in paving blocks. The purpose of this research is to evaluate whether paving blocks using a mixture of PET plastic and sand can meet the requirements of water absorption according to SNI 03-0691-1996 standard. The comparison between PET plastic and sand is 10%: 90%, 20% : 80%, 30% : 70%, 40% : 60%, 50% : 50%, with temperatures of 240°C, 260°C, 280°C. The absorption of paving blocks by utilizing Polyethylene Terephtalate (PET) plastic as a substitute for cement decreased as the PET plastic increased. The lowest absorption was found in the 30% variation at 280°C with a value of 0.18%. The 10% plastic variation at each different temperature obtained more than 10% absorption, where the results did not meet the quality of SNI 03-0691 (1996). While the addition of 20%, 30%, 40% and 50% plastic obtained a value below 1% which means it meets the quality of A in SNI 03-0691 (1996).]]>
<![CDATA[Pengaruh Penambahan Fly Ash Terhadap Nilai Koefisien Permeabilitas Tanah Lempung Organik ]]>
<![CDATA[Fauzi, Muhammad Muis]]>;
<![CDATA[Indriani, Andi Marini]]>;
<![CDATA[Utomo, Gunaedy]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1005
<![CDATA[The role of soil is very crucial and is always closely related to infrastructure development. This is because soil functions as the basis for building construction, serving to receive and support the structural loads placed on it. In high rainfall weather conditions, the surface of the slope is susceptible to landslides. Landslides occur due to excessive water infiltration, causing the soil to become weak and collapse. To prevent landslides, efforts need to be made to reduce soil infiltration or permeability. The purpose of this study was to determine the characteristics of the addition of Fly Ash to the permeability of organic clay soil and to determine the optimum composition of the addition of Fly Ash to reduce the permeability coefficient value. The addition of variations in the percentage of Fly Ash was 8%, 16%, and 24% with a curing period of 3 days, 14 days, and 28 days. The test results obtained with the addition of 24% Fly Ash resulted in a decrease in the permeability coefficient value of 84.08% against untreated soil. It can be concluded that the use of Fly Ash can be used as a soil stabilization material, especially in permeability testing.]]>
<![CDATA[Analisis Building Information Modelling (BIM) 5D Pada Pekerjaan Struktur Beton Bertulang Bangunan Kantor Kebun Muara Lawa ]]>
<![CDATA[Setiawan, Ikbal]]>;
<![CDATA[Hendriyani, Irna]]>;
<![CDATA[Pratiwi, Reno]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1006
<![CDATA[In this modern era, the construction industry has undergone a significant transformation with the adoption of digital technology. One of the innovations in the construction industry today is Building Information Modeling, or BIM, as a tool to manage projects efficiently and become part of the digital industrial sector. Accuracy in construction cost estimation is very important to get an efficient value in planning. Currently, cost budget calculations on development projects still often use conventional methods that produce greater value. Therefore, this research uses the concept of BIM dimension 5D which aims to analyze the volume and cost estimates and analyze the difference in volume and cost using the BIM dimension 5D method and conventional methods on the construction of the Muara Lawa West Kutai Garden Office Development structure. The results of the research on the structural work of the Muara Lawa Kutai Barat Office Garden Development using the 5D concept produced a steel volume of 1102.14 kg with a cost of Rp. 18,956,808.00. A concrete volume of 6.6 m3 with a cost of Rp. 30,201,875. This resulted in a steel volume difference of 13.53% and a concrete volume difference of 10.22%. This means that the calculations using the 5D BIM concept are lower compared to the cost planning produced by the Contractor.]]>
<![CDATA[Pengaruh Komposisi Limbah Botol Plastik Sebagai Material Paving Block Bermutu Tinggi ]]>
<![CDATA[WTP, James]]>;
<![CDATA[Budiman]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1008
<![CDATA[Plastic waste is a type of waste that is difficult to decompose by natural processes so other alternatives are needed in its processing such as paving block construction materials. This study aims to determine the effect of the characteristics of plastic bottle waste and determine the compressive strength value of paving blocks. The method used in the study was an experiment in the Civil Engineering Laboratory, Politeknik Negeri Fakfak with a mixture composition of 100% PS, 50 PS: 50% KK, 40% PS: 60% KK with a rectangular paving block design type measuring 20 cm x 10 cm x 8 cm. The results showed that using 50% plastic bottle waste and 50% gravel affected the characteristics and compressive strength value of paving blocks. The compressive strength value of Paving Blocks using 50% PS bottle waste and 50% gravel was higher than the mixture of 100% PS bottle waste and the mixture of 40% PS bottle waste + 60% KK, which were 24.14 MPa, 22.79 MPa, and 21.58 MPa. The mix of 50% plastic bottle waste and 50% gravel showed good performance in the paving quality category, including a mixture of 20% PET and 80% fly ash with a quality of 24.20 MPa for use in pedestrian or parking areas.]]>
<![CDATA[Pengaruh Penggunaan Abu Terbang Dan (Bestmittel) Terhadap Kuat Tekan Mortar Mutu Tinggi ]]>
<![CDATA[Qolbilla, Ratna]]>;
<![CDATA[Pranowo, Dadang Dwi]]>;
<![CDATA[Khomari, Moh. Galuh]]>;
<![CDATA[Santoso, Catur Bejo]]>;
<![CDATA[Utanaka, Ahmad]]>
<![CDATA[ Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025 ]]>
Publisher : <![CDATA[Indonesian Society of Applied Science ]]>
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DOI: 10.52158/jaceit.v6i2.1009
<![CDATA[High-grade mortar is a mortar that has very dense material characteristics with compressive strength reaching more than 150 MPa; the use of this mortar can strengthen the building. Increasing the strength of mortar by looking for grain size gradations that can fill the space. In this study, a mixture of normal mortar with fly ash waste additives and Bestmittel is used, which is expected to help improve quality and achieve the desired compressive strength. The tests carried out were compressive strength tests on 0.5% Bestmittel variations and fly ash variations of 0%, 10%, and 20% by weight of cement. Tests were carried out at the ages of 3, 14, and 28 days. The results showed that the effect of adding the proportion of fly ash and bestmittel to mortar according to SNI 2002 can be categorized as high quality mortar, with a compressive strength value at the age of 28 days in the 10% variation (FAB-10%) of 42.96 MPa, and 20% variation (FAB-20%) of 47.58 MPa. Therefore, the use of fly ash with bestmittel additives and the type of age shows a higher compressive strength value due to the fine grains in fly ash, and bestmittel can accelerate the hardening.]]>
