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Reinforcement Review In Civil Engineering Studies and Management

reinforcement
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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 10 Documents

Analisis Kinerja Simpang Tiga Bersinyal Jalan Raya Sesetan, Jalan Pulau Buton dan Jalan Raya Diponegoro, Denpasar Selatan Putu Eka Suartawan Suartawan; Adozindo Sebastiao Gama Vicente
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 1 (2022)
Publisher : Universitas Pendidikan Nasional

Denpasar City is the capital city of Bali which has a very high population. It can be seen that the population of Denpasar City is 726,599 people [1]. Sanglah intersection is a signalized intersection with three arms connecting Jalan Raya Sesetan, Jalan Pulau Buton, and Jalan Raya Diponegoro. The environmental condition at the intersection is a commercial area that is marked by the presence of shops around the Sanglah intersection. Therefore, it is often delayed because the volume of vehicles passing through the intersection is quite dense, so the performance of the intersection is less than optimal. So it is necessary to analyze the performance of the intersection using the 1997 Indonesian Road Capacity Manual Method. From the data collection and processing results using the 1997 Indonesian Road Capacity Manual Method, the traffic volume on Jl. Raya Sesetan is 1304.7 smp/hour, Jl. Raya Diponegoro is 1204 smp/hour, Jl. Buton Island is 628.5 smp/hour. The capacity is 1354 smp/hour, 1250 smp/hour, 652 smp/hour. Degree of saturation 0.96, signal time 151 seconds, queue length 145 m, 131 m, 171 m, delay 81.65 sec/smp, 123.98 sec/smp, 133.58 sec/smp. Based on the analysis that has been done, the degree of saturation at the intersection is 0.96, exceeding the standard value of the degree of saturation according to the 1997 Indonesian Road Capacity Manual method, which is 0.85. To overcome this, one alternative design is a green time design for each approach, specifically the south and west approaches. This alternative will improve the performance of the intersection.

Evaluasi Pelayanan Penumpang (Studi Kasus: Pelabuhan Dili Timor Leste) Ni Luh Made Ayu Mirayani Pradnyadari; I Wayan Gede Darma Yoga; Julia Maria Granadeiro Goncalves
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 1 (2022)
Publisher : Universitas Pendidikan Nasional

Timor-Leste as a new country has various efforts to advance the country itself, one of which is the achievement is to build several ports in three locations, because for the time being it still mandates one port located in the center of Dili city, namely; "Porto Dili", (port of Dili). Porto Dili port has 2 docks, passenger docks and container docks, facilities at Porto Dili port are inadequate such as the absence of counters for passenger tickets, waiting rooms, passenger toilets and one of the docks has a dual function, namely the loading and unloading of containers and as a passenger dock, this research is expected to realize good service quality in accordance with the needs and desires of its customers which leads to customer satisfaction. This study uses the Costumer Satisfaction Index (CSI) method The satisfactory CSI value is 80% while based on the results of research conducted in porto dili passenger terminal get a CSI value is 26%, this shows if the service on sea public transportation in porto dili port is not good and has not satisfied passengers.

Analisis Kinerja Simpang Non-APILL (Studi Kasus: Simpang Jalan Pulau Galang – Jalan Taman Pancing – Jalan Tukad Baru) Ni Putu Delima Yogeswari Saraswati; P. Kwintaryana; Putu Budiarnaya; Rudolfo Xavier Lobato Gusmao
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 1 (2022)
Publisher : Universitas Pendidikan Nasional

Population growth in Denpasar City continues to increase from year to year. This indirectly causes the number of vehicle ownership in Denpasar City to continue to increase while the existing facilities are inadequate. We can see this in traffic problems such as congestion that often occurs, especially at intersections. Jalan Pulau Galang - Jalan Taman Pancing - Jalan Tukad Baru is an example of an intersection that has irregular traffic conflict points, especially during rush hours. This junction is a non APILL junction. This location was chosen as the research because in addition to the irregular traffic flow at certain hours, at this intersection there are also residential and shopping areas which trigger more congestion at this intersection. From the problems that arise at the Jalan Pulau Galang intersection - Jalan Taman Pancing - Jalan Tukad Baru, a study was carried out which aims to determine the performance and service level of the intersection. If the service level at the intersection is in the safe category, then preventive measures to avoid congestion must be analyzed. The results of the calculations that have been carried out show that the value for the intersection capacity (C) is 6,213 smp/jam with the degree of saturation (DS) being 0,363 smp/jam. The DS (Degree of Saturation) value indicates that the intersection is included in the service level category B according to the 2014 PKJI, which has stable flow characteristics, but the operating speed is starting to be limited by traffic conditions. Service level B has an NVK value between 0.20-0.44. For this reason, it is necessary to supervise the location of the intersection so that the location of the intersection still has an adequate level of service and does not increase in height to avoid severe traffic jam

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

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.

Analisis Biaya Serta Percepatan Durasi Proyek Menggunakan Metode Crashing dengan Sistem Waktu Gilir Kerja dan Lembur (Studi Kasus: Puskesmas Wolowaru, Kabupaten Ende) Made Widya Jayantari; I Made Aryatirta Predana; Yohanes Rikardus Wade
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 1 (2022)
Publisher : Universitas Pendidikan Nasional

The construction of the Wolowaru Community Health Center in Ende Regency has been delayed. Delays in the duration of this project will have an impact on project costs which will get bigger. Therefore, an analysis of the accelerated duration of project implementation is needed so that the initial target can be achieved. This study applies the crashing method, namely speeding up the duration of each work item according to needs and calculations so as to avoid excessive delays. The application of this method is assisted by using the Microsoft Project 2013 with alternative working hours or overtime and work shift systems. The results of the analysis on the Wolowaru Community Health Center construction project in Ende Regency showed that the total project cost after carrying out an alternative of two hours of additional working hours was Rp. 8,371,332,720 and the duration of project implementation is 175 working days. This shows a fee that is 0.62% more expensive than the normal total cost and 20% faster than the normal duration. Then for the project cost after carrying out an alternative system of morning shifts and night shifts, it is Rp. 8,359,287,673 and the duration of project implementation is 156 working days. This shows a fee that is 0.48% more expensive than the normal total cost and 39% faster than the normal duration. From this study, it shows that the implementation of the work shift system requires cheaper costs with a shorter duration of work than the implementation of additional working hours in the Wolowaru Health Center development project in Ende Regency.

Analisis Perbandingan Perkerasan Kaku dan Perkerasan Lentur Pada Proyek Peningkatan Jalan Celukan Bawang-Pelabuhan I Ketut Sutapa; Ida Bagus Wirahaji; I Made Gita Ariadi
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 1 (2022)
Publisher : Universitas Pendidikan Nasional

Road pavement is a layer structure located above the subgrade, there is a layer of upper foundation and sub-base which each layer consists of compacted aggregates which have a function to transmit stress due to wheel load. There are 3 road pavements, asphalt or flexible pavement, concrete/ rigid pavement (rigid pavement) and composite pavement (Composit pavement). In determining pavement thickness there are several methods to use, including in this study using the 1993 AASHTO method for flexible pavements and the 2017 Road Pavement Manual method (Bina Marga 2017) for rigid pavements. The location of this research is located on Jalan Celukan Bawang – Pelabuhan, Kec. Gerokgak, Kab. Buleleng. This final project aims to determine the comparison of flexible pavement thickness using the 1993 AASHTO method compared to rigid pavement using the 2017 Highways method and the comparison of implementation costs and maintenance costs on flexible0pavement0and rigid pavement0with0a design life of 10 years. From the results of calculations that have been carried out, the 1993 AASHTO method produces a total thickness of 61 cm with an implementation cost of Rp. 2.363.603.825,33 and maintenance costs of Rp 118.180.191,27, and the 2017 Road Pavement Manual method produces a total thickness of 54.5 cm with an implementation cost of Rp.5.230.581.646,07 and maintenance costs of Rp. 261.529.082,30. From the results obtained, flexible pavement using the 1993 AASHTO method has agreate thickness with lower implementation and maintenance costs than rigid pavement using the 2017 Road Pavement Manual method.

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

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

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

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

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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Contact Name Dewa Ayu Adhiya Garini Putri

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Editorial Address Jl. Bedugul No.39, Sidakarya, Kec. Denpasar Sel., Kota Denpasar, Bali 80224, Indonesia.

Location Kota denpasar, Bali INDONESIA

Abstract

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Abstract

Contact Name
Dewa Ayu Adhiya Garini Putri

Contact Email
journal@undiknas.ac.id

Phone
-

Journal Mail Official
journal@undiknas.ac.id

Editorial Address
Jl. Bedugul No.39, Sidakarya, Kec. Denpasar Sel., Kota Denpasar, Bali 80224, Indonesia.

Location
Kota denpasar,

Bali

INDONESIA