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All Journal Jurnal Civronlit Unbari Darmabakti: Jurnal Inovasi Pengabdian dalam Penerbangan Jurnal Talenta Sipil Journal of Civil Engineering and Vocational Education
Amalia, Kiki Rizky
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Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Transportation Other

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Analisa Waste Material Konstruksi Dengan Menggunakan Metode Lean Construction Studi Kasus : Pekerjaan Pembangunan Puskesmas Purwodadi Kabupaten Tanjung Jabung Barat Yuniar, Riana; Handayani, Elvira; Amalia, Kiki Rizky
Jurnal Civronlit Unbari Vol 8, No 2 (2023): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v8i2.119

Abstract

Material is one component of the cost that plays an important role in supporting the success of a project. In the implementation of building construction projects, leftover materials or Construction Waste cannot be avoided. Excess material, whether from work results or from construction materials that are left/scattered/destroyed and cannot be used again, is called construction waste. Thus, a method is needed for the efficiency of remaining construction materials (Intan et. Al,2005). Construction in Indonesia currently has many problems regarding inefficiency in the implementation of construction. The causes of this inefficiency include poor performance, waste of resources used during the construction process, but this does not add value to the function of the resources used. Based on data submitted by the Lean Construction Institute (LCI), waste in the construction industry is around 57% and activities that provide added value are only 10% (Abduh, 2007). In construction projects, problems are often found in the construction process, such as changes to project drawings, changes to specifications, poor storage, and other technical problems in the field that cause material waste. Problems like this can have an impact on project cost losses beyond what was planned.Lean Construction is very necessary in construction projects so that waste does not occur due to the problems that have been explained previously, it is hoped that it can reduce waste on the project. So that it can reduce costs caused by waste and can establish better relationships between individuals involved in the project.
Perencanaan Kebutuhan Air Bersih pada Gedung Workshop E I dan E II Kampus Teaching Industry Politeknik Negeri Sriwijaya Amalia, Kiki Rizky; Sari, Anggi Nidya; Sakri, Harfa
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.657

Abstract

Clean water is a need for every living creature. Clean water is water that physically looks clear and has no smell that is used for daily purposes and can be cooked to make drinking water. In carrying out daily activities, humans need clean water. One of them is in teaching and learning activities at an institution. To ensure comfort in the teaching and learning process, it is necessary to plan the consumption pattern for clean water needs in lecture buildings, one of which is on the Sriwijaya State Polytechnic Teaching Industry campus. Considering the number of academics who will actively carry out activities on this campus, it is necessary to study the planning for clean water usage to obtain water consumption patterns. The research was carried out by taking samples of two buildings, namely buildings E I and E II which were planned as Workshop lecture buildings. Based on calculations and data analysis for planning clean water consumption patterns at the Sriwijaya State Polytechnic Teaching Factory campus, it is 7200 liters/day or 0.083 liters/second for Building E I and 7200 liters/day or 0.083 liters/second for Building E II.  The reservoir volume is planned with a capacity of 18 m3 and the tank volume with a capacity of 1 m3.
Analisa Perhitungan Daya Dukung Fondasi Minipile pada Rumah Trafo PT. Pertamina Plaju Putra, M. Sang Gumilar Panca; Amalia, Kiki Rizky; Syahira, Nurul Aina; Praditya, Norca; Marpen, Rio
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.455

Abstract

Substructure is more commonly known as a foundation. Foundations come in many types, and the selection of the foundation type is based on soil conditions, technical requirements, environmental factors, and cost. One of the key factors in choosing a foundation is the soil bearing capacity in the area under consideration. Soil bearing capacity refers to the soil's ability to withstand all the loads acting on it. Before designing the foundation, it is essential to determine the soil bearing capacity. Soil bearing capacity is obtained from soil tests, such as the Cone Penetration Test (CPT) or Sounding. The method used in this study employs a quantitative approach with the analysis of secondary data. Based on the results of the soil tests using CPT, with cone resistance values ranging from 139 kg/cm2 to 198 kg/cm2 at depths between 11 meters to 16 meters, mini-pile foundations are used. The dimensions of the mini-pile plate are 10,000 mm x 3,800 mm x 500 mm, and 6 concrete piles with dimensions of 250 mm x 250 mm are used. The total number of 250 mm x 250 mm concrete piles required is 2.
Analisis Kuat Tekan Beton dengan Pemanfaatan Silica Fume dan Fly Ash Sebagai Pengganti Semen Sebagian Rahmadona, Efrilia; Amalia, Kiki Rizky; Ulfah, Luthfiyah; Praditya, Norca
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.451

Abstract

Construction activities require concrete as a widely used material. Concrete consists of several compositions, namely fine aggregate, coarse aggregate, water, and Portland cement as the main material for the binder. Cement production contributes around 6% of carbon emissions which can damage the environment, including global warming, and the use of high levels of cement material in concrete mixtures, so alternative materials are needed to replace cement or cement additives for concrete mixes. Alternative materials used in this research are fly ash and silica fume. This research aims to determine the test results and characteristics of concrete using silica fume and fly ash as partial cement substitute materials as well as the effect of the ratio of silica fume and fly ash on the compressive strength of concrete. The research was carried out by direct testing in the laboratory. The various mixtures of Fly Ash (FA) and Silica Fume used are: FA 10% and SF 5%, FA 15% and SF 5%, FA 20% and SF 20%, FA 25% and SF 10%. Based on the results of compressive strength tests carried out at 28 days of concrete, it shows that the use of silica fume and fly ash to replace cement cannot be said to have succeeded in increasing the strength of the concrete. The highest compressive strength value was achieved by variation 3, namely with a fly ash content of 20% and 10% silica fume, producing a compressive strength value of 19.44 Mpa, this shows that the strength achieved is still limited to low quality concrete below 20 Mpa.
Identifikasi Risiko Kecelakaan dan Keselamatan Kerja (K3) pada Pelaksanaan Proyek Konstruksi di Sumatera Selatan Amalia, Kiki Rizky; Situmeang, Sheragizca Yolanda; Syapawi, Ahmad; Dzaky, Akhmad; Zhafirah, Na’ilah; Agustian, Ragil
Jurnal Talenta Sipil Vol 8, No 2 (2025): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i2.1000

Abstract

The construction industry is one of the sectors with a high level of risk, particularly concerning Occupational Health and Safety (OHS). These risks may include potential workplace accidents, schedule delays, cost overruns, asset damage, and disruptions to work quality. Understanding and managing these risks is crucial to minimizing the negative impacts that may arise during project execution, including in South Sumatra Province. This study aims to identify risks that emerge due to the lack of OHS implementation in construction projects, in order to formulate strategies for risk prevention and mitigation. Data collection was carried out by distributing questionnaires to respondents from 5 building construction projects and 8 civil construction projects in South Sumatra, involving a total of 31 respondents.The analysis reveals that the highest risks in building construction projects include falling from heights, injuries caused by manual tools, and being struck by heavy equipment. Based on the data, the risk identification indicates that falling from heights is the most frequent incident. These three risks consistently received a mean score of 5, indicating a very high category in risk assessment. The causes of these risks include the failure to use Personal Protective Equipment (PPE) and unsafe, hazardous, or unhealthy workplace conditions. Risk control measures that are routinely implemented include the installation of OHS signage and safety lines, regular OHS communication with workers, routine inspections and evaluations of tools and heavy equipment, and the availability of work methods and programs. To further reduce these risks, risk control is carried out following the hierarchy of controls, beginning with Personal Protective Equipment (PPE), Administrative Controls, Engineering Controls, Substitution, and Elimination.
Evaluasi Runway Bandara Fatmawati dengan Menggunakan Software Comfaa Sari, Anggi Nidya; Amanah, Tody; Pratama, M. Ade Surya; Suryan, Viktor; Amalia, Kiki Rizky
CIVED Vol. 10 No. 1 (2023): March 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i1.371112

Abstract

Pertumbuhan jumlah penduduk yang makin lama makin meningkat mengakibatkan penggunaan moda transportasi udara juga semakin meningkat. Penggunaan transportasi udara lebih disukai karena dapat menjangkau daerah yang cukup jauh dengan waktu tempuh yang lebih singkat. Pada sektor ekonomi juga diuntungkan dengan adanya transportasi udara, semua orang dapat membeli barang dari manapun mereka berada tanpa harus ketempat tersebut. Untuk meningkatkan pelayanan pada sektor penerbangan salah satu hal yang dilakukan yaitu menambah jumlah pesawat dengan kapasitas besar. Dengan bertambahnya jumlah pesawat mengakibatkan beban yang melalui runway bandara semakin besar. Untuk mengetahui apakah runway cukup kuat dalam menahan beban pesawat, evaluasi terhadap tebal perkerasan runway harus dilakukan. Pada penelitian ini evaluasi dilakukan dengan menggunakan software COMFAA. Data yang digunakan pada penelitian ini yaitu data pesawat yang melalui bandara Fatmawati, data CBR lapangan dan data eksisting perkerasan runway bandara Fatmawati. Data tebal perkerasan eksisting pada runway bandara untuk STA 0+100 sampai 1+800 yaitu 105 cm dan STA 1+800 sampai 2+250 yaitu 107,5cm, dengan nilai CBR lapangan 6% dan jenis pesawat B737-900ER serta A320 Twin opt. Hasil analisis menggunakan COMFAA menunjukkan nilai PCN > ACN dan nilai CDF < 1. Sehingga perkerasan runway bandara Fatmawati Soekarno masih layak dan aman digunakan untuk jenis pesawat Boeing 737-900 ER dan A320 Twin opt.
Sosialisasi Evaluasi Penggunaan Material Lokal Pada Beton Hasil Pengujian Kuat Tekan Lentur Praditya, Norca; Rahmadona, Efrillia; Amalia, Kiki Rizky; Marpen, Rio; Febriansyah, Eka Dzikri; Perdiansyah, M. Bimo; Akrom, Muhammad Chairil
Darmabakti: Jurnal Inovasi Pengabdian dalam Penerbangan Vol. 6 No. 1 (2025): Darmabakti: Jurnal Inovasi Pengabdian dalam Penerbangan
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat Politeknik Penerbangan Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52989/darmabakti.v6i1.247

Abstract

Penggunaan material lokal yaitu agregat kasar dan agregat halus memiliki peran penting dalam pekerjaan konstruksi karena mampu menekan biaya, meningkatkan efisiensi, serta memberikan dampak ekonomi bagi masyarakat. Namun, dalam pekerjaan perkerasan kaku, tantangan muncul ketika pelaksana harus menyesuaikan korelasi antara kuat tekan dan kuat lentur beton melalui trial mix yang memakan waktu dan biaya. Pengabdian kepada Masyarakat ini bertujuan untuk mendiseminasikan hasil penelitian mengenai model konversi kuat tekan–kuat lentur beton berbasis material lokal yang berasal dari Provinsi Sumatera Selatan kepada CV. Sarana Mitra Teknik sebagai mitra pelaksana konstruksi jalan di Palembang. Metode pengabdian dilakukan melalui sosialisasi langsung, penyampaian materi teknis, diskusi interaktif, serta penyediaan modul pelatihan. Hasil kegiatan menunjukkan peningkatan pemahaman peserta mengenai karakteristik material lokal, pentingnya pengujian kuat tekan dan kuat lentur, serta potensi penerapan model konversi dalam mengurangi ketergantungan terhadap trial mix. Peserta juga memberikan respon positif terkait kepraktisan model konversi dalam mendukung perencanaan beton yang lebih efisien. Hasil kegiatan menunjukkan bahwa penelitian ini dapat dimanfaatkan langsung di lapangan dan direkomendasikan penggunaan model ini secara bertahap, melakukan uji tambahan, serta membuat panduan teknis agar penerapannya lebih mudah dalam perencanaan beton.
Co-Authors Agustian, Ragil Ahmad Syapawi Akrom, Muhammad Chairil Dzaky, Akhmad Elvira handayani Febriansyah, Eka Dzikri Marpen, Rio Perdiansyah, M. Bimo Praditya, Norca Pratama, M. Ade Surya Putra, M. Sang Gumilar Panca Rahmadona, Efrilia Rahmadona, Efrillia Sakri, Harfa Sari, Anggi Nidya Situmeang, Sheragizca Yolanda Syahira, Nurul Aina Tody Amanah Ulfah, Luthfiyah Viktor Suryan, Viktor Yuniar, Riana Zhafirah, Na’ilah