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Detha Sekar Langit Wahyu Gutama
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Department of Civil Engineering Faculty of Engineering, Universitas Sarjanawiyata Tamansiswa Miliran Street #16, Muja Muju, Umbulharjo Yogyakarta 55165
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INDONESIA
REKAYASA DAN INOVASI TEKNIK SIPIL
Published by Universitas Sarjanawiyata Tamansiswa
ISSN : 24433187     EISSN : 29619599     DOI : https://doi.org/10.30738
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science Transportation
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is a national journal published by the Department of Civil Engineering, Faculty of Engineering, Universitas Sarjanawiyata Tamansiswa. Jurnal RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is published twice a year, in April and October, and consists of eight articles for each issue. This journal accepts and publishes paper on civil and environmental engineering related scope, including (1) Structures, (2) Geotechnics, (3) Transportation, (4) Environment, (5) Water Resources, (6) Hydraulic, (7) Hydrology, (8) Construction Materials, and (9) Construction Management. The article published in Jurnal RENOVASI : Rekayasa Dan Inovasi Teknik Sipil is written in Bahasa Indonesia and will be reviewed using a double blind review system.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 7 Documents
 1 
Search results for , issue "Vol 9 No 2 (2024): October" : 7 Documents clear
KUAT TEKAN BETON POROUS DENGAN SUBTITUSI AGREGAT KASAR LIMBAH PECAHAN GENTENG DENGAN PERSENTASE 0% 15% 45% 75% Rivan Bima Risqiantok; Dewi Sulistiorini; Afif Shulhan; Angga Darmawan
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19288

Abstract

Concrete is a mixture of Portland cement or other hydraulic cements, fine aggregates, coarse aggregates, and water, with or without the use of additives that form a solid mass. Porous concrete, known as pervious concrete, is a type of concrete that is porous or hollow in its structure, allowing the possibility of fluid flow through the gaps present in the concrete. Tile fragments are the remnants of the tile production process or tiles that are defective during manufacturing and cannot be reused. Currently, the utilization of tile waste is still ineffective, necessitating research to enhance the use of tile fragments, particularly as coarse aggregates in concrete mixtures. This study employs an experimental method in the laboratory. The test specimens consist of porous concrete with tile fragment substitution percentages of 0%, 15%, 45%, and 75%, totaling 12 specimens. Each variation of tile fragment percentage includes 3 test specimens in the form of concrete cylinders with a diameter of 15 cm and a height of 30 cm. Tests for concrete porosity and compressive strength are conducted at 28 days of concrete age.
ANALISIS KECELAKAAN LALU LINTAS DI RUAS JALAN JOGONALAN - KRAPYAK KABUPATEN KLATEN DENGAN METODE ACCIDENT RATE Fahreza Yuda Nugraha; Widarto Sutrisno; Lilik Hendro Widaryanto
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

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

Abstract

Kota Klaten merupakan salah satu kota penghubung jalur transportasi antara kota Solo dan Yogyakarta guna menunjang roda perekonomian daerah dengan demikian arus volume lalu lintas menjadi padat dan dapat menurunkan konsentrasi dalam berkendara, hal tersebut akan menjadi pemicu kecelakaan lalu lintas antar pengendara serta berdampak adanya korban dan kerugian. Lokasi penelitian ini terletak pada ruas jalan wilayah Jogonalan-Krapyak Kabupaten Klaten. Penelitian ini bertujuan untuk mengetahui tingkat kecelakaan lalu lintas pada ruas jalan Jogonalan-Krapyak Kabupaten Klaten periode 2018-2022 berdasarkan klasifikasi kecelakaan dan mengetahui nilai accident rate. Metode yang digunakan dalam penelitian ini adalah accident rate. Berdasarkan hasil analisis didapat rata-rata kecelakaan pada ruas jalan Tegalmas-Plawikan 14,90 kecelakaan/km.pertahun, ruas jalan Plawikan-Jetis 7,46 kecelakaan/km.pertahun, ruas jalan Jetis-Tegalyoso 11,85 kecelakaan/km.pertahun, ruas jalan Tegalyoso-Krapyak 6,12 kecelakaan/km.pertahun. Sedangkan tingkat kecelakaan berdasarkan klasifikasi didapatkan jumlah kasus kecelakaan selama 5 tahun mengalami naik turun, dimana 59 korban meninggal dunia, 519 korban luka ringan, dan 135 korban tidak luka, dengan rentang usia korban 19-30 tahun, kecelakaan sering terjadi di segmen waktu pagi hari pada pukul 06.00-12.00 dengan jenis kendaraan sepeda motor yang terbanyak dan tipe tabrakan didominasi tabrak depan-samping.
PENERAPAN KONSEP DIGITALISASI DALAM LAYANAN TRAVEL MOBIL UNTUK MENINGKATKAN EFISIENSI TRANSPORTASI KOTA: STUDI KASUS WOI TRAVEL Andri Agriawan Koem; Dimas Langga Chandra; Detha Sekar Langit Wahyu G
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19290

Abstract

This study aims to determine the effect of applying the concept of digitalization in car travel services to improve the efficiency of city transportation. The method used in this research is Quantitative Method with data collection techniques using questionnaires distributed via GoogleForm to 86 respondents who use car travel services (Woi Travel). The results showed that the concept of digitalization affected the efficiency of city transportation by 45.9%. The remaining 54.1% is influenced by other factors not included in this study. The t test results show that the concept of digitalization has a significant effect on the efficiency of city transportation, with a tcount of 8.447 which exceeds the ttable value of 1.663. This means that the alternative hypothesis (Ha) is accepted, which shows that there is a significant effect of the application of the concept of digitalization on the efficiency of city transportation.
ANALISIS RAB STRUKTUR BETON GEDUNG RSUD YOGYAKARTA MEGGUNAKAN REVIT Sayifullah Bustomi Abiyasa; M. Afif Shulhan; Dimas Langga Chandra Galuh
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19291

Abstract

The analysis of the Bill of Quantities (BOQ) for the concrete structure of the RSUD Yogyakarta building is an analytical activity that uses Autodesk Revit Software. The issue that arises is estimating the costs and identifying which items are calculated using Revit. The solution to this problem using Autodesk Revit Software is by identifying the modeling and then extracting the volume of each work item, such as reinforcement and rebar, within Autodesk Revit. The calculation results using Autodesk Revit show the volume of each work item. For the foundation work, it requires 159.3 m³ for concrete pouring and 18,658.6 kg for rebar. For the first floor, concrete pouring requires 174.58 m³ and rebar weighs 29,307.6 kg. On the second floor, the concrete pouring volume is 182.06 m³ with rebar weighing 27,196.17 kg. The third floor requires 139.81 m³ of concrete and 21,810.75 kg of rebar. Finally, for the concrete roof deck, the rebar volume is 25.98 m³ with rebar weighing 1,572.99 kg. Thus, the total concrete pouring volume is 681.73 m³, and the rebar weight is 98,546.17 kg. From the volume, an estimation of the reinforcement and rebar costs for each work item is generated. The foundation work requires a cost of IDR 373,090,357.00 for concrete pouring and IDR 1,758,704,534.00 for rebar. For the first floor, the concrete pouring costs IDR 107,569,354.00, and the rebar costs IDR 962,141,433.00. On the second floor, the concrete pouring costs IDR 97,560,372.00, with rebar costing IDR 1,261,605,190.00. The third floor requires IDR 50,112,904.00 for concrete pouring and IDR 696,583,946.00 for rebar. Finally, for the concrete roof deck at a height of 12.45 m, the rebar costs IDR 49,215,359.00, with rebar totaling IDR 685,800,691.00. Thus, the total overall cost for the RSUD Yogyakarta building is IDR 9,065,085,905.00.
ANALISIS RAB STRUKTUR BETON GEDUNG TIGA LANTAI MENGGUNAKAN METODE AUTODESK REVIT DAN ANALITIS Yoga Zul Azam; Dimas Langga Chandra Galuh; M. Afif Shulhan
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19293

Abstract

Year by year, there has been a sharp increase in the development of roads, buildings, and other infrastructures focused on communities in various parts of the country. This growth has driven the construction sector to work more efficiently and integrated, especially with the advancement of technology and communication. Building Information Modeling (BIM), which allows for more efficient and integrated design and construction processes, is one of the new options. However, effective time and cost planning remain major challenges. Therefore, careful planning is essential to ensure the success of construction projects. BIM enables building modeling in three dimensions, which helps in better project visualization. One of the most commonly used BIM programs is Autodesk Revit, which combines various disciplines such as architecture, structure, and MEP (Mechanical, Electrical, Plumbing).
ANALISIS JEMBATAN PIPA PDAM BENTANG 40 M Stenly Yohanis Wisi Ate; M.Afif Shulhan; Dimas Langga C.Galuh
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19307

Abstract

The provision of clean water is one of the basic human needs. In this context, the PDAM pipe bridge is an essential infrastructure that allows clean water to flow from the source to the point of use. The PDAM pipe bridge with a span of 40 meters plays a vital role in delivering clean water to various areas, especially those that are geographically difficult to access. The purpose of this study is to analyze the calculation of load results on a PDAM pipe bridge structure. Based on the load analysis of the bridge structure referring to SNI 1725:2016, the results can be obtained for the Dead Load Structural (MS) as follows: Model 1 (67.38 tons), Model 2 (5.077 tons), Model 3 (11.94 tons), Model 4 (50.11 tons), Model 5 (11.30 tons). The Additional Dead Load (MA) is as follows: Model 1 (5.65 tons), Model 2 (1.49 tons), Model 3 (1.15 tons), Model 4 (5.14 tons), Model 5 (7.20 tons). The Repair Load is as follows: Model 1 (1.8 tons), Model 2 (1.8 tons), Model 3 (1.6 tons), Model 4 (1.4 tons), Model 5 (1.8 tons). The calculations use a WF 250.125.6.9 steel profile.
JALAN ANALISIS PENGARUH BEBAN LALU LINTAS TERHADAP UMUR RENCANA Siprianus Satriawan; Widarto Sutrisno; Detha Sekar Langit Wahyu Gutama
RENOVASI : Rekayasa Dan Inovasi Teknik Sipil Vol 9 No 2 (2024): October
Publisher : Department of Civil Engineering, Faculty of Engineer, Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/renovasi.v9i2.19335

Abstract

Godean Road is one of the roads whose traffic volume is quite dense, causing a decrease in the planned life of this road. Some of the factors that make this road experience a decrease in the planned life are high traffic volume, vehicle axle loads, and also vehicle loads. Based on this, the author conducted research on the road using the Bina Marga Method and the 1993 ASSHTO Method. The Bina Marga method (Pavement Design Manual 2017) is used to calculate average daily traffic and calculate vehicle equivalent numbers. Based on the results of data analysis using the Bina Marga Method (Pavement Design Manual 2017), it was found that the average daily traffic on the Godean road of Sleman DIY district was 78887 vehicles / day / direction, and the equivalent number of each vehicle was obtained, light vehicles 0.0024, pick ups 0.0206, small buses 0.31545, large buses 0.38424, 2-axis light trucks 3.048, 2-axis medium trucks 6.422, 3-axis trucks 5.2418, trailer trucks 6.708, and semi trailer trucks 5.182. The ASSHTO 1993 method is used to calculate the remaining life of the road plan. Based on the results of data analysis, it is obtained that the percentage of road reduction rates on the Godean road is 40%, a reduction of 60%.

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