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Elvira handayani
Fakultas Teknik Sipil Universitas Batanghari Jambi
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Pengaruh Nilai Plasticity Index Material Plastis terhadap California Bearing Ratio Lapis Pondasi Agregat Kelas-S Dj P Marpaung; Elvira Handayani; Irwan Hely Muhnandar
Jurnal Talenta Sipil Vol 2, No 1 (2019): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (931.225 KB) | DOI: 10.33087/talentasipil.v2i1.15

Abstract

Penelitian ini bertujuan untuk melihat Pengaruh Nilai Plasticity Index Material Plastis Terhadap spesifikasi Lapis Pondasi Agregat Kelas-S sebagaimana diatur dalam Spesifikasi Umum Binamarga 2010 (revisi 3). Penelitian dilakukan di Laboratorium Fakultas Teknik Universitas Batanghari dan sampel material yang digunakan dalam penelitian ini adalah Sirtu, Batu Pecah 1-2 dan Tanah.Sampel Sirtu diambil di daerahdi Pal 10 Kota Jambi, Batu pecah 1-2 ex. Concrete batching plant Citra Beton, dan tanah di Desa Sungai Benteng Sarolangun. Komposisi campuran Sirtu: Batupecah: Tanah untuk benda uji dibuat sebanyak tiga variasi. Komposisi 1 (65%:15%:20%), komposisi 2 (60%:15%:25%) dan komposisi 3 (55%:15%:30). Uji CBR yang dilakukan adalah Uji CBR rendaman, Hasil uji menunjukkan sirtu dan batu pecah adalah material nonplastis. Sedangkan tanah memiliki PI (Plasticity Index)=14,50%. Hasil penelitian terhadap komposisi campuran menunjukkan bahwa semakin banyak persentase tanah dalam komposisi akan menyebabkan nilai PI semakin Besar. Semakin besar nilai PI akan menyebabkan semakin rendahnya dilai CBR.  Ketiga komposisi campuran masih memenuhi persyaratan spesifikasi umum binamarga 2010 (revisi 3).
Analisa Koefisien Harga Satuan Tenaga Kerja di Lapangan Dengan Analisa SNI Struktur Bangunan Gedung di Kota Jambi Elvira Handayani; M Nuklirullah; Ahmad Riyadi
Jurnal Talenta Sipil Vol 4, No 1 (2021): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (563.551 KB) | DOI: 10.33087/talentasipil.v4i1.45

Abstract

Dalam pelaksanaan suatu proyek, Penelitian yang berkaitan dengan tenaga kerja, upah, dan bahan merupakan hal penting yang perlu diperhitungkan. Pekerjaan sekecil apapun apabila tidak didukung dengan tenaga kerja yang berkemampuan kerja yang baik dan bahan yang bermutu baik, tidak akan memberikan hasil yang maksimal dan memuaskan dalam sebuah proyek. Bahkan akibat penggunaan sumber daya manusia yang kurang tepat bisa mengakibatkan kerugian yang besar pada proyek kontruksi. Karna itu perlu dilakukan penelitian terhadap koefisien satuan kerja untuk jenis pekerjaan kolom beton bertulang mengingat koefisien satuan kerja merupakan faktor yang sangat penting dalam penetapan upah kerja dan bahan sehingga diperoleh perbandingan koefisien satuan kerja yang bertujuan untuk mengetahui kesesuaiannya. Penelitian lapangan dilakukan dengan menggunakan metode “Time And Motion Study Analysis“ yaitu metode yang pengambilan data lapangan dilakukan dengan cara melakukan pengamatan proses pelaksanaan dilapangan dengan mencatat lamanya gerak kerja dari pekerja dalam menyelesaikan satu jenis pekerjaan. Observasi di lapangan adalah mengenai produktivitas pekerja pada pekerjaan struktur beton yang terdiri dari pekerjaan pemasangan bekisting, pekerjaan pembesian, dan pekerjaan pengecoran. Pekerjaan struktur yang di amati hanyalah pekerjaan kolom. Pada saat dilapangan peralatan yang digunakan untuk menghitung waktu lama pekerjaan adalah menggunakan stopwatch. Perhitungan ini dilakukan dengan melakukan studi kasus pada Pekerjaan Rehab Berat Gedung Utama Korem kota Jambi. Dari data pengamatan di lapangan dan analisa perhitungan maka diperoleh koefisien satuan kerja untuk pekerjaan kolom ukuran 40x40 cm lantai 1 yaitu pada pekerjaan 10 kg pembesian, pekerja sebesar 0.0630, tukang besi sebesar 0.0610, mandor sebesar 0.0400. Pada pekerjaan 1 m2 bekisting, pekerja sebesar 0.5200, tukang kayu sebesar 0.0323, mandor sebesar 0.0280. Pada pekerjaan 1 m3 pengecoran beton, tukang batu sebesar 0.1190, mandor sebesar 0.0714.
Analisa Perbandingan Sistem Pelat Konvensional dengan Sistem Precast Half Slab dalam Segi Waktu dan Biaya Ilham Riyadi; Elvira Handayani; Wari Dony
Jurnal Civronlit Unbari Vol 7, No 2 (2022): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v7i2.100

Abstract

Ada beberapa metode pelaksanaan yang dipakai dalam proyek, yaitu diantaranya metode konvensional dan precast. Pada penelitian ini akan dibahas terkait pekerjaan pelat lantai pada proyek Pembangunan Gedung Fakultas Terpadu A Universitas Islam Negeri Sultan Thaha Saifuddin Jambi sebagai objek penelitian ini. Pada proyek tersebut keseluruhan pekerjaannya menggunakan metode konvensional termasuk pada pekerjaan pelat lantai. Dalam penelitian ini penulis akan mencoba menerapkan metode pekerjaan pelat lantainya menggunakan metode precast half slab yang kemudian nantinya akan dibandingkan dengan metode konvensional dari segi waktu dan biaya. Tujuan dari penelitian ini yaitu untuk menganalisis perbandingan dari segi biaya dan waktu antara metode konvensional dengan metode precast half slab sekaligus mengkaji metode manakah yang lebih menguntungkan antara metode pelat lantai konvensional dengan metode precast half slab dilihat dari segi biaya dan waktu. Adapun hasil analisa perbandingan biaya dan waktu pengerjaan pelat konvensional dan precast half slab pada proyek Pembangunan Gedung Fakultas Terpadu A Universitas Islam Negeri Sultan Thaha Saifuddin Jambi diperoleh bahwa penggunaan metode precast half slab lebih menguntungkan dibandingkan dengan metode pelat lantai konvensional dengan selisih biaya sebesar Rp. 38.110.000,00 atau 4,50 % dan selisih waktu pekerjaan selama 21 hari kalender atau 25 %.
Optimalisasi Waktu Pelaksanaan Proyek Rekonstruksi Jalan Batanghari II-Zona Lima-Muara Sabak dengan Metode CPM (Critical Path Metode) Winda Dwiarti; Elvira Handayani; Kiki Rizky Amalia
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.131

Abstract

Project Management is planning, compiling, and controlling the schedule of project activities. Good time control can help implement projects that have been in accordance with the planned time. This project uses the Critical Path Method. CPM is a technique of analyzing the network of activities/activities when executing a project in order to predict the total duration. The purpose of this study is to analyze the new CPM Network after optimizing the work time so that there will be no delays in the Reconstruction work of Batanghari II Road – Zone Lima – MA.Sabak. Initially, the scheduling of the Batanghari II-Zona Lima-Muara Sabak Road Reconstruction Project took 34 calendar days. The author speeds up the time on the following 4 jobs: 1. Mobilization (AA) from 2 days to 1 day. 2. Management and work safety from 2 days to 1 day. 3. Environmental protection from 2 days to 1 day. 4. Selected stockpile from excavated sources from 7 days to 5 days. So the work time becomes 33 calendar days.
Evaluasi Risiko Sistem Manajemen Keselamatan Konstruksi Berdasarkan Permen PUPR NO. 10 Tahun 2021 pada Pekerjaan Konstruksi Jalan M Jakfar Muhti Hairi; Elvira Handayani; Annisaa Dwiretnani
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.139

Abstract

This study aims to determine the value of construction safety risk on the Simpang Pudak - Suak Kandis Road work. The method used in determining the value of construction safety risk is the Hazard Identification, Risk Assessment and Opportunity (IBPRP) method which refers to the PUPR Ministerial Regulation No. 10 of 2021. Based on the results of research that has been carried out a construction safety risk assessment at the Pudak - Suak Kandis Intersection Road Works based on PUPR Ministerial Regulation No. 10 in 2021 gets a Risk Value of 3.83 which is included in the category of Small Construction Safety Risk, thus the work needs to involve Construction Safety personnel with competencies as Young Construction K3 Experts / Young Construction Safety Experts; or Construction Safety Officer.
Analisa Koefisien Harga Satuan Tenaga Kerja Dilapangan Dengan Analisa SNI Struktur Bangunan Gedung Ahmad Iqbal Alfarisi; Elvira Handayani; Kiki Rizky Amalia
Jurnal Talenta Sipil Vol 5, No 2 (2022): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v5i2.126

Abstract

In the implementation of a project problems related to labor, wages and materials are important things that need to be taken into account. The smallest job if not supported by a well-qualified workforce and good quality materials, will not provide maximum and satisfactory results in a project. Even due to improper use of human resources can result in large losses on a project. This research was conducted to look for comparisons between the unit price coefficient of field labor in the reinforced concrete column with the coefficient values in the Indonesian National Standard Analysis (SNI). To look for a comparison of the unit price coefficient of work wages this research uses the Time and Motion Study method. The results of the study using the Time and Motion Study method showed that in the building column reviewed the unit price coefficient of work for 10kg of processing was 0.0505 workers 0.0900 ironmen and 0.0171 for foreman. The unit price coefficient of 1 M2 formisting is 0.0351 workers, 0.0682 carpenters, and 0.0158 foreman. The unit price coefficient for M3 concrete casting work is 0.1404 stonemason and 0.0714 foreman.
Manajemen Risiko Keselamatan dan Kesehatan Kerja (K3) dalam Pelaksanaan Proyek Konstruksi di Muara Sabak Eka Pratama Puteri; Elvira Handayani; Ria Zulfiati; Annisaa Dwiretnani; Wari Dony
Jurnal Talenta Sipil Vol 6, No 1 (2023): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i1.193

Abstract

Risk Management Of Occupational Safety And Health (K3) In Construction Project Implementation In Muara Sabak aims to find out how the implementation of K3 and identify the K3 risks that exist in the project as well as to control the risks. In this construction project, the researcher only reviewed the AC-WC layer work. The results of this study obtained risk levels for AC-WC layer work are classified as very high risk as much as 10%, high risk as much as 40% and medium risk as much as 50%. The appraisal method that reseacher used is Matrix risks scouring by AS/NZS 4360 : 2004.
Analisa Karakteristik Sumber Daya Manusia yang Memiliki SKA/SKT pada Jasa Konstruksi di Kota Jambi Elvira Handayani; Yoga Friski Dirgantara
Jurnal Talenta Sipil Vol 6, No 1 (2023): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i1.220

Abstract

Construction project resources consist of several types including human resources, human resources are the only resources that have reason, feelings, desires, knowledge skills, encouragement, power and work. Construction services law No. 2 of 2017, requires that every construction worker working in the construction services sector is required to have a Work Competency Certificate. This study aims to examine the characteristics of human resources in construction services and analyze what factors influence so that HR does not have SKA/SKT in construction services. The method in this study is a quantitative method which has several stages, starting from the collection of primary data and secondary data. The sample studied is construction workers who work for companies that are members of the Perkindo regional board association, Jambi Province. The results of the research revealed that the characteristics of human resources who have SKA/SKT in construction services in Jambi City in terms of gender are dominated by men (83.36%), in terms of the latest education, it is dominated by undergraduates (83.36%). , in terms of age, it is dominated by the age of 26-35 years (36.36%), and in terms of length of work experience is dominated by 10 years (45.45%). While the most influencing factors so that construction HR does not have SKA/SKT are the following factors: SKA/SKT only requirements for Tender/SBU have an average value of 3.36, The number of requirements that must be met in making SKA/SKT has an average value of 3, 32, Does not guarantee an increase in wages/salaries if you have SKA/SKT, has an average score of 3.27.
Evaluasi Penjadwalan Waktu Proyek Pembangunan Gedung Menggunakan Critical Path Method (CPM) Annisaa Dwiretnani; Elvira Handayani; Niko Saputra
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.334

Abstract

Buildings are the physical form of the results of construction work that are integrated with their place of domicile, partly or wholly located on and/or in the land and/or water which functions as a place for humans to carry out their activities, both for housing (residence), religious activities, business activities, social activities, culture, and special activities (Article 1 Number 1 Law Number 28 of 2002 Concerning Building Buildings). The success or failure of a construction project is influenced by three aspects, namely costs that do not exceed the budget, quality according to specifications and time according to the implementation schedule. The existence of project time scheduling is needed to complete the project in a timely manner using several methods. This study aims to create a network for building construction projects using the Critical Path Method (CPM) and identify any work activities from building construction projects that are on a critical path. Research data only consists of secondary data in the form of project time schedules and documentation photos. Based on the analysis, it is known that there are 11 types of work that are on the critical path network of the Abdul Manap Hospital Inpatient Building Development Project in Jambi City using CPM analysis, which consists of AA (Preparatory Work) – BA (Work on Structure 1st Floor) – BB (Work on Structure 2nd Floor) – BC (Work on Structure on 3rd Floor) – BD (Work on Structure on 4th Floor) – BE (Work on Structure on Floor 1) – DF (Installation of Dirty Water, Used Water & Vent) – DA (Work on Structures on 4th Floor) Air Conditioning work) – DO (Lightning Protection Work) – FF (Chopstick Work) – FG (Parking and Greening Work). The total duration/time of completion of all work on the critical path is 240 days.
Analisis Manajemen Risiko Pada Proyek Konstruksi Jalan di Provinsi Jambi Elvira Handayani; Ria Zulfiati; Mohammad Alwi Ibrohim Tsani
Jurnal Ilmiah Universitas Batanghari Jambi Vol 24, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/jiubj.v24i1.4937

Abstract

In the implementation of road construction projects, there are often various obstacles that arise due to the risks that occur which result in not achieving the expected performance, quality and achievement of work results. The purpose of this study was to determine the risk factors that affect the implementation of work in the field and to determine the application of risk management in road construction projects. In this study, risk identification, risk analysis and risk response were carried out in the construction of road construction projects, especially road construction in Jambi Province. The research method used was by way of a survey distributing risk factor questionnaires and actions on risk factors to consultants. The assessment method uses a risk matrix assessment sourced from AS/NZS 4360: 2004. From the results of this study, it is found that the risk level for road construction work in Jambi Province is very high risk (very high) of 8%, high risk (High) of 7%, and a moderate risk of (Medium) of 16%.
Co-Authors Ahmad Iqbal Alfarisi Ahmad Riyadi Akbar, Abi Oktariva Al Paris, Fadhil Qodri Amalia, Kiki Rizky Annisaa Dwiretnani Annisaa Dwiretnani Annisaa Dwiretnani Annisaa Dwiretnani Ari Setiawan Dedy Iskandar Dj P Marpaung Dwiretnani, Annisaa Eben Ezer Sirait Eka Pratama Puteri EL Gafur Ellyta Mona Fakhrul Rozi Yamali Firman Akbar Hery Pebriyanto Ilham Riyadi Ilkham Kamal Immanuddin, M. Irwan Hely Muhnandar Jauhar Maknun Kiki Rizky Amalia Kiki Rizky Amalia Kiki Rizky Amalia Kurniawan A M Jakfar Muhti Hairi M Nuklirullah Mirza Revita Mohammad Alwi Ibrohim Tsani Mustamal Alamsyah Lubis Niko Saputra Niko Saputra Nuklirullah, M. Pratama, Dicky Ardian Putri Syafira Rendy Al Akbar Ria Zulfiati Riananda, Agif Saputra, Ade Rio Siti Umi Azizah Suhendra Suhendra Suhendra Suhendra Suryani Suryani Togar Sibarani Wahyu Saputra Wari Dony Winda Dwiarti Wirya Murad Wulandari, Annisa Yoga Friski Dirgantara Yuniar, Riana Zulfiati, Ria