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Reinforcement Review In Civil Engineering Studies and Management
Published by Universitas Pendidikan Nasional
ISSN : -     EISSN : 29860520     DOI : 10.38043
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
The journal publishes original papers within the broad field of Civil Engineering and Planning which include, but are not limited to, the following: Transportation Planning and Policy, Highway and Traffic Engineering, Hydrology, Coastal and Harbor Engineering, Construction Management, Geotechnical Engineering, Structural Engineering, Surveying and Geo-Spatial Engineering, Modern Construction Materials, Sustainable Development & Construction, Disaster Mitigation & Management, Earthquake Resistant Design Practices, Environmental Engineering & Management, Urban & Regional Planning.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 5 Documents
 1 
Search results for , issue "Vol. 1 No. 2 (2022)" : 5 Documents clear
Analisis Kinerja Ruas Jalan (Studi Kasus Jalan Tangkuban Perahu, Denpasar Barat) I Wayan Gede Darma Yoga; Roger Bastiano Lica-Lica Dias Marcal; Dewa Ayu Putu Adhiya Garini Putri; Putu Ariawan
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (397.596 KB) | DOI: 10.38043/reinforcement.v1i2.4073

Abstract

Denpasar city is one of the big cities that has a very high population, it can be seen from the population of Denpasar city of 962,900.000 million people, (BPS, 2020). Over time, the traffic density on the road has increased, in addition to the increasing number of residents and the increasing number of private vehicle ownership, it is also caused by the location adjacent to shopping centers and restaurants. This research was conducted using primary data. Primary data was obtained from survey results in the form of traffic survey data,Road Capacity, Degree of Saturation, and Level of Service using the 2014 PKJI method. Based on the results of the discussion, it can be concluded that the performance of the Tangkuban Perahu road is at Level of Service F, which means it is very bad, with the following indicators. The peak hour volume is 2394 cur/hour. Capacity 2381 cur/hour. The side resistance is 98,4, for the side resistance class it is classified as very low, which is 0.96. The degree of saturation (DJ) > 1.00 is 101 cur/hour. The average travel speed of vehicles at a distance of 100m is 21,69 km/hour.
Perencanaan Mix Desain Cemen Treated Recycling Base (CTRB) Untuk Lapis Pondasi Atas Dengan Menggunakan Material Recycle Hasil Garukan Dari Aspal Hot Mix Putu Budiarnaya; Putu Ariawan; I Gede Swasdita
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (298.455 KB) | DOI: 10.38043/reinforcement.v1i2.4100

Abstract

Upaya untuk memperbaiki kerusakan jalan adalah untuk mengembangkan basis Cemen Treated Recycling Base (CTRB), sebagai lapisan dasar. Teknologi daur ulang dapat menghemat penggunaan agregat 45% hingga 60% dalam aspal baru. Ini juga meningkatkan nilai ekonomi bahan abrasif, menghemat energi saat mengangkut material, mempertahankan bentuk jalan dan ketinggian jalan raya, dan melestarikan sumber daya alam. Penelitian ini menggunakan metode eksperimen dimana dilakukan eksperimen laboratorium untuk mendapatkan data yang diperlukan. Kadar semen yang digunakan dalam penelitian ini adalah 4% dan 5% serta 6% untuk nilai UCS (Unlimited Compressive Strength), dan material yang digunakan adalah 40% agregat RAP (Reclaimed Asphalt Aggregate) 60% Grade A ethm agregat. Kandungan semen yang memenuhi syarat Unlimited Compressive Strength (UCS) untuk Cemen Treated Recycling Base (CTRB) adalah 5% dengan kuat tekan rata-rata 29,48 atau 2,948 MPa.
Analisa Perbandingan Volume dan Biaya Bar Bending Schedule dengan Metode SNI-2847:2013 dan BS 8666:2005 (Studi Kasus: Proyek Pembangunan Kantor Pacto, Denpasar-Bali) Made Widya Jayantari; Putu Surya Triana Dewi; Putu Gede Anggara Yoga
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (531.081 KB) | DOI: 10.38043/reinforcement.v1i2.4102

Abstract

The success of construction projects, especially in the construction of multi-storey buildings is influenced by material components. Therefore, optimizing material planning is important to do. In the Pacto Sanur Building construction project, optimization of material planning is viewed from the ironing work because it costs a relatively large amount compared to other works. The purpose of this study is to analyze the comparison of bar bending schedules on projects using the British Standard 8666:2005 and SNI-2847:2013 methods, then to identify project cost comparisons. From the results of the identification of iron planning using the SNI-2847:2013 method, it can be seen that the weight of Ø16 iron = 3971.00 kg, the weight of Ø13 iron = 251.51 kg, and the weight of Ø10 iron = 7034.38 kg. Furthermore, in the identification of repair plans using the British Standard 8666:2005 method, it can be seen that the weight of iron Ø16 = 42153.22 kg, the weight of iron Ø13 = 280.95 kg, and the weight of iron Ø10 = 7343.58 kg. The volume optimization for Sloof, Beams, Columns, and Floor Plates II uses the British Standard 8666: 2005 method of 47% with the total cost of the SNI-2847:2013 method ironwork Rp. 202,623,928 and the total cost of repair work using the British Standard 8666:2005 method is Rp. 213,799,435.
Analisis Keselamatan dan Kesehatan Kerja Menggunakan Metode Hazard Identification And Risk Assessment Pada Proyek Konstruksi Yusra Aulia Sari; I Wayan Yoga Baskara; I Nengah Riana; Komang Agus Ariana
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (387.837 KB) | DOI: 10.38043/reinforcement.v1i2.4105

Abstract

The construction service sector is one of the many business fields that are classified as very prone to accidents. This research takes a case study, namely the Bali Kura-Kura Creative Campus Development Project which requires a lot of human resources and is of course prone to construction accidents due to negligence or human error. The purpose of this study is to determine the level of accident risk that occurs and provide K3 recommendations after knowing the level of accident risk. In this study the questionnaire was used as a data collection tool. Questionnaires were compiled from predetermined research variables. After knowing the variables and data, the next step is to apply the Hazard Identification and Risk Assessment (HIRA) method The conclusion that can be drawn from this research is the calculation using the HIRA method, which is that there are activities with a low risk level of 3 (15%) sources in the excavation area. Then there are 5 sources (25%) that are included in the medium risk level and 10 sources (50%) of the risk that are included in the high risk category found in all activity areas. Meanwhile, in the extreme risk category, there are 2 sources (10%) found in the excavation area and based on the analysis, it can be seen that the recommendations for improvement proposals that can be made include tightening supervision on each worker activity, enforcing SOPs for each activity, providing safety signs on certain areas that may pose a potential hazard, provide personal protective equipment (PPE).
Analisa Pengaruh Volume Kendaraan dan Kecepatan Terhadap Tingkat Kebisingan Lalu Lintan di Jalan Cikuray, Garut Ni Made Widya Pratiwi; Putu Budiarnaya; Regina Ezzelif Herlambanga; Komang Agus Ariana
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (663.63 KB) | DOI: 10.38043/reinforcement.v1i2.4107

Abstract

Cikuray street, Garut is a collector road located 1 km from Garut Square, and on this road, there are many offices and shops for facilities and services. Therefore, Cikuray street experiences an increase in a traffic flow which causes noise. This study aims to analyze the level of traffic noise due to the volume and speed of vehicles. The method used in this research is a direct survey of the field and traffic noise modeling analysis using multiple linear regression analysis with the help of SPSS (Statistical Package of the Social Sciences) software version 26 for Windows. From the analysis, the highest volume of vehicles occurred on Saturday at 11,605 pcu/hour, with the average speed ranging from 34.00 – 38.00 km/hour and for a noise level of 84.55 dB(A) which means it has exceeded the standard. limit. permissible noise level. The relationship between volume and vehicle speed to traffic noise levels on Jalan Cikuray Garut using mathematical modeling is shown in the equation Y = 56.777 + 0.020X1 + 0.043X2 + 0.214X3 – 0.090X4 with R2 = 0.443. This shows that traffic noise (Y) can be explained by the volume of motorcycles (X1), the volume of light vehicles (X2), the volume of heavy vehicles (X3), and traffic speed (X4).

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