Article Per Year (5 Year)
p-Index From 2020 - 2025
5.869
P-Index
This Author published in this journals
All Journal Jurnal Teknik Sipil Jurnal Teknik Jurnal Ilmiah Universitas Batanghari Jambi Rancang Bangun Ensiklopedia of Journal TEKNIKA RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Civronlit Unbari Bandar: Journal of Civil Engineering Sultra Civil Engineering Journal (SCiEJ) Journal of Infrastructure and Civil Engineering Civil and Sustainable Urban Engineering Jurnal Konstruksi Jurnal Pengabdian Blend Sains Jurnal Teknik Ensiklopedia Research and Community Service Review Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) STORAGE: Jurnal Ilmiah Teknik dan Ilmu Komputer Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Pengabdian Kepada Masyarakat Inovasi Teknologi Jurnal Pengabdian Kepada Masyarakat RADIAL: Jurnal Peradaban Sains, Rekayasa dan Teknologi
Mulyati, Ely
Universitas Bina Dharma Palembang
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Immunology & microbiology Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Neuroscience Nursing Physics Public Health Social Sciences Transportation Veterinary Other

Published : 50 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 50 Documents
Search

 1   2   3   4   5 
Assessment of Pavement Performance Using the Pavement Condition Index (PCI): A Case Study of the Bengrah II Project in Palembang, Indonesia Armahedi, Aldi; Mulyati, Ely
Civil and Sustainable Urban Engineering Volume 5 - Issue 2 - 2025
Publisher : Tecno Scientifica Publishing & Society of Tropical Science and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53623/csue.v5i2.831

Abstract

Road pavement condition is essential for ensuring the smooth mobilization of materials, heavy equipment, and personnel in large-scale construction projects. Excessive loading from project vehicles often accelerates pavement deterioration, as observed along Mayor Memet Sastra Wirya Street, the main access road for the multi-year Bengrah II Project in Palembang. This study evaluated pavement distress types  types and severity levels using the Pavement Condition Index (PCI) method based on field observations, photographic documentation, and dimensional measurements of visible defects. The analysis produced PCI values ranging from 62 to 70, with an average PCI of 67, classifying the pavement as Good. The dominant types of distress were alligator cracking and surface deformation (bumps and sags), primarily caused by repetitive heavy vehicle loading and inadequate drainage conditions. Despite the overall good classification, localized structural deterioration indicates early functional decline of the pavement. These results highlight that continuous heavy traffic associated with construction activities significantly affects pavement performance. Therefore, preventive maintenance actions such as surface overlays, shallow patching, and stricter vehicle load control, are recommended to sustain road functionality and extend service life. The findings contribute to pavement management strategies and policy formulation for maintaining construction access roads under intensive loading conditions.
PENGENDALIAN BIAYA DAN WAKTU DENGAN METODE EARNED VALUE ANALYSIS (EVA) PADA PROYEK JARINGAN IPAL KOTA PALEMBANG Akbar, Muhammad Gumilar; Mulyati, Ely
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 10, No 2 (2024): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v10i2.10511

Abstract

Abstract In executing a project, it is essential to maintain control to address any deviations, ensuring the project remains on schedule. Consequently, oversight and control measures must be implemented across all areas, particularly in terms of time and cost management. The Palembang City Wastewater Treatment Plant Network Project faced delays in its field operations, leading to discrepancies from the original timeline. In this context, the author will evaluate cost and time management using the Earned Value Analysis (EVA) method to assess performance and estimate the total cost and time needed for project completion, considering the delays. The EVA method serves as a comprehensive approach to manage project costs and schedules. The key parameters for this analysis are SEAC and BEAC. The SEAC indicates the projected duration necessary to complete the project, estimated at 918 days, while the BEAC reflects the total estimated cost for completion, amounting to Rp 210,078,454,167.97. The project's performance, evaluated through cost and time metrics via Earned Value Analysis, revealed unsatisfactory cost performance, as indicated by a negative CV value at the 25th month, the conclusion of the study, and a CPI of less than 1. This signifies that actual costs have exceeded planned costs, with negative SV and an SPI of less than 1, pointing to delays in the project. Keywords— Earned Value Analysis (EVA), Control, Cost, Time.
ANALISIS PROKTIVITAS TENAGA KERJA PADA PEKERJAAN ATAP Mulyati, ely; Bimantara, Prans
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 10 No. 2 (2022): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v10i2.335

Abstract

Abstrak: Analisis Proktivitas Tenaga Kerja Pada Pekerjaan Atap. Tenaga kerja merupakan salah satu sumber daya yang menjadi penentu keberhasilan suatu pekerjaan dan Produktivitas adalah bagaimana menghasilkan atau meningkatkan hasil barang dan jasa setinggi mungkin dengan memanfaatkan sumber daya secara efisien. Pada penelitian ini dilakukan penyebaran kuisioner dan menggunakan perhitungan metode statistik dengan bantuan komputer program SPSS dari hasil penelitian diperoleh kesimpulan terdapat 5 indikator tenaga kerja yang mempengaruhi antara lain (Disiplin, Pengalaman, Komunikasi,Upah Kerja Dan Usia) terhadap indikator dari produktivitas antara lain (Waktu Pekerjaan, Keserasian Dengan Target, Kesesuaian Dengan Perencana, Cuaca, Kesesuaian Keahlian).dan Dari hasil penelitian dan pengolahan data terdapat nilai dari hubungan indikator tenaga kerja terhadap produktivitas jika dilihat dari tabel Interpretasi koefisien korelasi Nilai r diketahui bahwa nilai 0,643 berarti nilai hubungan antara variabel tenaga kerja terhadap produktivitas yaitu dapat dinyatakan KUAT. Berdasarkan hasil perhitungan nilai t hitung sebesar 4,338 Dari data tersebut dibandingkan dengan nilai dari t tabel sebesar = 2,052 didapat bahwa tenyata t hitung lebih besar dari t tabel atau dikonversikan dengan nilai 4,338 > 2,052 maka artinya ada hubungan yang signifikat antara tenaga kerja dan produktivitas Kata kunci: Pekerjaan Atap; Tenaga Kerja; Produktivitas Abstract: Labor Productivity Analysis on Roofing Work. Labors are the resources that determines the success of a job and Productivity is how to produce or increase the results of goods and services as high as possible by utilizing resources efficiently. The aim of this research is to find out what indicators affect labor productivity and what is the relationship of the indicators that have been obtained to labor productivity. In this study, questionnaires were distributed and statistical calculation methods were used with the help of the SPSS computer program. From the results of the study, it was concluded that there were 5 labor indicators that influenced, among others (Discipline, Experience, Communication, Wage and Age) on indicators of productivity, including (Time Occupation, Conformity with Targets, Conformity with Planners, Weather, Appropriate Skills). And From the results of research and data processing there is a value of the relationship between labor indicators and productivity when seen from the table. labor to productivity, which can be stated as STRONG, the value of the contribution of labor to productivity is 41.35% and the remaining 58.65% is determined by other variables such as (worker health, managerial, work area, assistive facilities , delays in tools and materials, large volumes worked). Based on the calculation results, the t count value is 4.338. From these data, compared with the value from t table = 2.052, it is found that t count is greater than t table or converted with a value of 4.338 > 2.052, meaning that there is a significant relationship between labor and productivity. Keyword: Roofing Work; Labors; Productivity
PEMANFAATAN LIMBAH CANGKANG REMIS SEBAGAI BAHAN SUBSTITUSI SEMEN PADA BATAKO SEGITIGA Lisiana, Rani; Mulyati, Ely
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 1 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i1.372

Abstract

Abstrak: Pemanfaatan Limbah Cangkang Remis Sebagai Bahan Subtitusi Semen Pada Batako Segitiga. Remis merupakan jenis kerang yang banyak terdapat di daerah kecamatan Tugumulyo. Penelitian ini dilakukan untuk mengetahui apakah limbah cangkang remis bisa dimanfaatkan sebagai bahan substitusi semen pada batako segitiga. Penelitian ini menggunakan studi eksperimental dengan melakukan percobaan langsung di laboratorium. Rencana adukan campuran batako segitiga ini menggunakan 6 persentase pemakaian abu cangkang remis, yaitu: 0%, 20%, 30%, 40%, 50%, dan 60%. Hasil pengujian kuat tekan rata-rata batako segitiga memiliki nilai yang berbeda. Kuat tekan rata-rata pada sampel I pada batako pejal adalah 26 kg/cm2 dan batako berlubang adalah 25 kg/cm2, sampel II pada batako pejal adalah 27 kg/cm2 dan batako berlubang adalah 25 kg/cm2, sampel III pada batako pejal adalah 20 kg/cm2 dan batako berlubang adalah 19 kg/cm2, sampel IV pada batako pejal adalah 19 kg/cm2 dan batako berlubang adalah 17 kg/cm2, sampel V pada batako pejal adalah 20 kg/cm2 dan batako berlubang adalah 18 kg/cm2, sedangkan kuat tekan batako segitiga yang terkecil adalah sampel VI pada batako pejal adalah 17 kg/cm2 dan batako berlubang adalah 15 kg/cm2 Berdasarkan hasil penelitian dapat disimpulkan bahwa abu cangkang remis layak digunakan sebagai bahan substitusi semen dengan persentase maksimal adalah 20%. Kata Kunci : Abu Cangkang Remis; Batako Segitiga Pejal; Batako Segitiga Berlubang; Kuat Tekan Abstract: Utilization Of Remis Shell Waste As A Substitutional Material For Cement In Triangle Bricks. Clam is a type of shellfish that are widely found in the Tugumulyo sub-district. This research was conducted to determine whether clam shell waste can be used as a substitute for cement in triangular blocks. This research used experimental study by doing the experiments directly in the laboratory. The plan of mixing triangular bricks mixtures used 6 percent of clam shell ash, namely: 0%, 20%, 30%, 40%, 50%, and 60%. The test results of the average compressive strength of triangular blocks have different values. The average compressive strength in the sample “I” on solid brick is 26 kg/cm2, and the hollow brick is 25 kg/cm2, the sample “II” on solid brick is 27 kg/cm2, and the hollow brick is 25 kg/cm2, the sample “III” on solid brick is 20 kg/cm2, and the hollow brick is 19 kg/cm2, the sample “IV” on solid brick is 19 kg/cm2, and the hollow brick is 17 kg/cm2, the sample “V” on solid brick is 20 kg/cm2, and the hollow brick is 18 kg/cm2, the sample “VI” on solid brick is 17 kg/cm2, and the hollow brick is 15 kg/cm2. This percentage of the clam shell ash a substitute for cement in each sample is different. As the results of the research, it can be concluded that clam shell ash is properly suitable to use as a cement substitute with a maximum percentage is 20%. Keywords : Clam Shell Ash; Triangle Solid Brick; Triangle Hollow Brick; Compressive Strength
PEMANFAATAN BAHAN LOKAL BAMBU MAYAN SEBAGAI BAHAN SUBSTITUSI ANGREGAT PADA BETON Mulyati, Ely
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 11 No. 2 (2023): RADIAL: JuRnal PerADaban SaIns RekAyasan dan TeknoLogi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i2.429

Abstract

Bamboo is a plant that can be found around us, especially in rural areas. Bamboo is an environmentally friendly building material compared to conventional building materials. In addition to being easily accessible, cheap, and lightweight, bamboo also possesses considerable strength. There have been numerous studies on the use of bamboo, but in this research, bamboo is utilized as a substitute material for coarse aggregates. The planned compressive strength is for concrete with a compressive strength of K250 (20.75MPa) with substitution proportions of 30%, 50%, and 100%, which will be compared with normal concrete. In this study, it is expected to determine the proportion of substitution of coarse aggregates in concrete using bamboo. Based on the tests conducted, ranging from testing concrete-forming materials to compressive strength tests, the compressive strength obtained for normal concrete (0%) at 28 days is 26 MPa. Meanwhile, the compressive strength for concrete with a 30% substitution proportion is 26 MPa, 50% proportion is 13 MPa, and 100% proportion is 9 MPa. Thus, it can be concluded that the greater the percentage of concrete substitution, the lower the compressive strength obtained.
PENGENDALIAN BIAYA PROYEK KONSTRUKSI DENGAN KONSEP EARN VALUE ANALYSIS Mulyati, Ely; Nurhasanah, Nurhasanah
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol. 12 No. 1 (2024): RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v12i1.444

Abstract

Earned Value Analysis (EVA) is a powerful and effective tool in construction project cost and schedule control. With proper implementation, EVA can help project managers to keep the project within the set budget and schedule, and increase the chances of overall project success. Although it faces challenges in its implementation, the benefits derived from using EVA far outweigh them, making it an invaluable approach in construction project management. Based on the BCWP value and the percentage of work realization obtained from the calculation until week 33 is Rp.6,601,973,900, - less than the BCWS value until week 33, which is Rp.7,686,078,000, - with a difference in realized and planned costs of Rp.1,084,104,100 and Rp.1,084,104,100. .084,104,100 and the percent progress realization of 68.699% is less than the percent plan which is 79.98%, with a difference in percent realization and plan of 11.28% this shows that until week 33 the project is delayed by 3 weeks from the scheduled plan. By using the BCWP value and the CPI value, the estimated value of the remaining cost or ETC is Rp.2,758,926,605, - and the estimated final cost of the project or EAC is Rp.8,609,028,353, 48 the EAC value is smaller than the planned budget cost of Rp.9,610,000,000, - meaning that the Earned Value to be obtained by the company is Rp.1,000,971,647
EVALUASI PERHITUNGAN VOLUME PEKERJAAN, ANGGARAN BIAYA DAN WAKTU PEMBANGUNAN STRUKTUR DENGAN METODE BIM DAN KONVENSIONAL Mulyati, Ely; Asri Friantori, Mohammad; Firdaus
JURNAL TEKNIK Vol. 19 No. 1 (2025): Edisi April Tahun 2025
Publisher : JURNAL TEKNIK UNILAK

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/87qfk112

Abstract

Cost comparison analysis using BIM concept is important to be implemented in order to find out how much influence BIM has on project costs and how effective the use of BIM is in project cost reduction to the maximum. Using BIM in a construction project can save 50% more time than using conventional methods. This is because conventional methods cannot design a building simultaneously, whereas BIM allows the users/designers to collaborate between designs that are made simultaneously, thus eliminating delayed work in the design process. One of the facilities that need to be improved is the Bus Rapid Transit shelter, where public transportation is increasing, especially in the capital city of DKI Jakarta, the number of human population is increasing, so the basic human needs for moving must also be improved. Therefore, this final project will focus on the revitalization of Transjakarta XXX Shelter XXX, which will conduct research related to cost and time using the Building Information Modeling (BIM) method with the Autodesk Revit program. Based on this, the author aims to determine the comparison of the effectiveness of using BIM and conventional methods to calculate the volume of work, cost and time budget. The research method is to conduct a literature study to obtain data that will be modeled using Autodesk software. Based on the research results, the total concrete volume shows that the conventional volume is closer to the actual, which is -5.04% or -37.90m3, while the BIM volume to the actual is -5.04% or -37.90m3 and the total reinforcement volume shows that the conventional volume is closer to the actual, which is 2.52% or -2,116.41kg, while the BIM volume to the actual is -3.15% or -2,630.59kg. Furthermore, the calculation of the total concrete cost with the actual shows that the conventional cost is closer to the actual, which is -5.04% or -Rp34,150,157.91, while the BIM cost to the actual is -5.19% or -Rp35,110,720.54, while the difference in the estimated price or total reinforcement cost with the actual shows that the conventional cost is closer to the actual, which is -2.52% or -Rp35,145,093.36, while the BIM or Revit cost to the actual is -3.15% or -Rp43,683,037.32.
Klasifikasi Kondisi Perkerasan Jalan Menggunakan Metode Pavement Condition Index (PCI) Mulyati, Ely; Monika Anggraini, Dina
Jurnal Konstruksi Vol 23 No 2 (2025): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.23-2.2436

Abstract

Good road pavement conditions are very important in supporting smooth transportation, driving comfort, and road user safety. "A decline in road pavement quality caused by structural and functional damage can disrupt traffic flow and increase maintenance costs. This study aims to identify and classify the level of pavement damage on road sections in Palembang City using the Pavement Condition Index (PCI) method. This method was chosen because it can provide a quantitative assessment based on the type and severity of damage. Data collection was conducted through field surveys by recording the types of damage, such as potholes, rutting, raveling, and patching. The investigation showed that potholes were the most dominant type of damage, with an average PCI rating of 84.25, which is categorized as Very Good. However, some sections of the road were below standard, especially those between STA 0+200 and 0+300, requiring routine repairs. Most of the road was still in good condition. Monitoring and routine repairs are essential to prevent further damage. This can serve as a reference for developing a more accurate, effective, and efficient road maintenance program.
The Effect of the Number of Work Shifts for Erection Box Girder Using Launching Gantry on the Cost and Implementation Time in the Medan-Binjai II Railway Line Project Mulyati, Ely; Amelia, Dessy
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.5546

Abstract

Resource management strategies in the construction sector play a vital role in achieving cost efficiency and accelerating project execution time. One applicable form of resource management is the implementation of shift work management. In the context of a railway overpass construction project utilizing the erection box girder method with a Launching Gantry and experiencing delays, the configuration of shift schedules becomes a critical variable due to its direct impact on operational costs and project duration. This study was conducted by developing a work schedule for the erection of box girders using Microsoft Project software for two shift work scenarios: a single-shift system and a two-shift system. Subsequent analysis was carried out to evaluate the project duration and calculate the implementation costs for each shift alternative.The analysis results indicate that the implementation of a two-shift work system has a significant impact on time efficiency and cost control. By adopting a two-shift system, the project duration can be accelerated by up to 48 days compared to a single-shift system. In terms of cost, the two-shift system is also able to reduce total project implementation costs by approximately 3.5% compared to the single-shift alternative.
Analisis Pengaruh Limbah Karet Lateks dan Abu Sekam Padi Terhadap Durabilitas dan Fleksibilitas AC-WC Mulyati, Ely; Bayu Idul Putra; Farlin Rosyad
Journal of Infrastructure and Civil Engineering Vol. 5 No. 3 (2025)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v5i3.133

Abstract

Jalan merupakan infrastruktur dasar dan utama dalam menggerakkan roda perekonomian nasional dan daerah, mengingat penting dan strategisnya fungsi untuk mendorong distribusi barang dan jasa sekaligus mobilitas penduduk. Ketersediaan jalan adalah prasyarat mutlak bagi masuknya investasi kesuatu wilayah. Jalan memungkinkan seluruh masyarakat mendapatkan akses pelayanan Pendidikan, kesehatan dan pekerjaan. Untuk itu diperlukan perencanaan struktur perkerasan yang kuat, tahan lama dan mempunyai daya tahan tinggi terhadap deformasi plastis yang terjadi. Asphalt Concrete-Wearing Course (AC-WC) merupakan lapisan perkerasan jalan yang berfungsi sebagai lapisan aus pada permukaan jalan. Lapisan ini memiliki peran penting dalam kehidupan sehari-hari karena langsung bersentuhan dengan kendaraan yang melintas. Kualitas Aspal sangat berpengaruh terhadap kenyamanan, keamanan, dan ketahanan jalan. Aspal yang baik mampu memberikan permukaan jalan yang rata, kuat menahan beban kendaraan, serta tahan terhadap cuaca panas, hujan, dan genangan air. Dalam kehidupan sehari-hari, penggunaan aspal yang baik dapat mengurangi risiko kecelakaan akibat jalan berlubang, memperlancar aktivitas transportasi, serta mendukung kelancaran distribusi barang dan mobilitas masyarakat. Selain itu, perawatan jalan dengan lapisan aspal yang tepat dapat memperpanjang umur jalan sehingga biaya perbaikan dapat ditekan. Dengan demikian, penerapan aspal yg bermutu baik bukan hanya berhubungan dengan teknik konstruksi, tetapi juga memberikan dampak langsung terhadap kualitas hidup masyarakat melalui penyediaan infrastruktur jalan yang aman, nyaman, dan berkelanjutan.
Co-Authors Aang Samudra Abi Hendratno Achmad Syarifudin, Achmad Agung Nusantara Akbar, Muhammad Gumilar Akhmad Khanif Berliana Alfain, M. Hifzni Amelia, Dessy Anggi Anggraini, Anggi Anna Emilawati Ari Ramadan Armahedi, Aldi Asri Friantori, Mohammad Bayu Idul Putra Bimantara, Prans Desti Mandasari Putri Dewi, Anggi Purnama Sari Dicky, Achmad Dwi Yanti Emiliawati, Anna Ersa Utami, Wahdana Fahreza, Rego Farlin Rosyad Firdaus Gamara, M. Rizky Rewa Kiki Natalia Kurnia, Dwi Lisiana, Rani Mazpar, Ely Meilani, Nadia Mery Anggriani Mery Anggriani Monica, Gita Farera Monika Anggraini, Dina Nurhasanah Nurhasanah Pironika, Tarisa Pramudwitya, Petrus Kanisius Tegar Prawira, Wanda Yudha Renaldi, Gilang Rizki Hidayat, M. Noor Rosyad, Farlin Rusedky, Muhammad Sakinah Sakinah Saputra, Ksatria Saulawani, Athiyah Sidiq, Abdi Rachman Simangunsong, Yoel Febrian Sonia Syafei, Rahmat Johar Tegar Pramudwitya, Petrus Kanisius Widiyanto Widiyanto Wulandari, Tanti Yendri, Okma