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Journal of Research and Inovation in Civil Engineering as Applied Science
Published by Politeknik Negeri Ketapang
ISSN : -     EISSN : 28283732     DOI : https://doi.org/10.58466/rigid
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
Journal Of Research and Inovation in Civil Engineering as Applied Science (RIGID) merupakan jurnal blind peer-review yang didedikasikan untuk publikasi hasil penelitian yang berkualitas dalam bidang ilmu Teknik sipil dan ilmu yang relevan .Artikel yang dipublikasikan di Jurnal RIGID meliputi hasil penelitian ilmiah asli (prioritas utama), sedangkan untuk artikel ulasan ilmiah yang bersifat baru (bukan prioritas utama) dan juga komentar yang bersifat kritikan terhadap hasil tulisan ilmiah yang dipublikasi oleh jurnal RIGID . Semua publikasi di jurnal RIGID bersifat akses terbuka yang memungkinkan artikel tersedia secara bebas online tanpa berlangganan apapun. Journal Of Research and Inovation in Civil Engineering as Applied Science (RIGID): Jurnal Teknik Sipil terbit 2 kali dalam setahun, setiap bulan Januari dan Agustus.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 6 Documents
 1 
Search results for , issue "Vol 1 No 1 (2022)" : 6 Documents clear
Asesmen Kelayakan Material Praktek Konstruksi Baja di Teknik Sipil PNJ untuk Menghasilkan Produk Layak Jual Mursid Mursid; Dyah Nurwidyaningrum; Yanuar Setiawan
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1178

Abstract

Most of the Polytechnics in Indonesia currently function as workshops/labs/studios only as places for students to practice. As a result, student practice becomes a cost center for the cost of materials, maintenance, and development of practical machines, because the products produced by students do not meet industry standards to be worthy of sale. So, research was conducted to make a feasibility assessment of the practical steel construction materials at Civil Engineering PNJ to produce a product that is feasible to sell. The method used is testing the material properties of steel construction because of student practice and conducting a feasibility analysis of the steel construction material by comparing it to the quality standards in SNI. The results of material properties testing, and material feasibility assessment of steel construction can be concluded that the steel profile and connection plate used meet the quality standards with the BJ 55 and BJ 41 classifications, while the bolts used only meet the standard A370 bolt classification. So, it is recommended to use bolts with high quality bolt classification to meet the quality standards that exist in the industry.
Perbandingan Metode Pelaksanaan Standar Konstruksi Jembatan Bailey dengan Pelaksanaan di Lapangan Wiwik Listiowati; Agung Iswandi; Firmanilah Kamil
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1179

Abstract

Bailey Bridge is a steel frame bridge that is generally used as a temporary emergency bridge. Although this type of bridge has been widely used, one of them is at the location of the Pesaguan-Kendawangan Road, but there are still some obstacles in the steel frame assembly process. Therefore, the researcher wants to make a comparison between the standard method of implementing the Bailey Bridge in the Temporary Bridge Technology book and the method implemented in the location. The purpose of this study was to determine the implementation method of bridge assembly at the location of Jalan PesaguanKendawangan and compare it with the standard method. The research was carried out using observation and interview methods with informants to obtain information about the assembly of the Bailey bridge at the location. The results of observations and interviews were analyzed by comparison with the standard Bailey Bridge. The data obtained shows that there are nine steps of implementing the assembly of Bailey Bridge components at the location of the PesaguanKendawangan Road Section, starting from the assembly of base plate components, panel components, panel post I components, transom components, pin components, bracing components, raker components, panel post II components, and finally the deck plate component. The comparison results show that 6 out of 10 bridge assembly parameters have met existing standards.
Evaluasi Kinerja dan Kelayakan Bundaran Kauman dengan Metode MKJI 1997 Okta Raqib; M.Hanif Faisal; Firmanilah Kamil
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1181

Abstract

The study at the Kauman roundabout is essentially motivated by the performance of the intersection, the flow of traffic that occurs causes congestion, especially during rush hours, so it needs further attention. The purpose of this study are determine the effect of unsignalized intersections with roundabouts on capacity, degree of saturation, delays and queuing opportunities that may occured, and the Level of Service (LOS). The research method in data collection is direct observation in the location. The types of data used are both primary and secondary. Primary data, is obtained from direct observation in the location, while secondary data is obtained from related agencies. The basis for solving or analyzing data is using the equations contained in the 1997 Manual Kapasitas Jalan Indonesia (MKJI) to determine the performance value, feasibility and the level of service. The results show that the performance values (DS) on the AB, BC, CD, and DA links are 0.30; 0.39; 0.26; and 0.38. The level of feasibility of the Kauman Roundabout is good in serving traffic flow because the degree of saturation in each link is less than 0.75. Meanwhile, the level of service in all relationships has a B value
Pengaruh Gerak U-Turn pada Bukaan Median terhadap Karakteristik Arus Lalu Lintas sri anggreni; Firmanilah Kamil; Julyan Purnomo
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1183

Abstract

Transportation problems in big cities in Indonesia, especially on Jalan R. Suprapto, Ketapang Regency are increasing from time to time in line with population growth, rapid growth in the number of vehicles and vehicle ownership, urbanization and an inefficient public transportation system. This has an impact on the decrease in the performance level of the road segment, including the U-Turn motion behavior at the road median opening. This study aims to determine traffic characteristics, road capacity, road service level (LOS), the average time for vehicles to perform U-turns, queue lengths and alternatives that will be applied in this study based on the 1997 MKJI guidelines. From the results of research and discussion on Jalan R. Suprapto the characteristic value of traffic flow which consists of traffic volume at rush hour from the direction of Jl. R. Suprapto – Jl. Gatot Subroto at 513.8 smp/hour and for the direction of Jl. Gatot Subroto – Jl. R. Suprapto at 651.35 smp/hour. The vehicle speed is 49.86 km/hour. Traffic density for the direction of Jl. R. Suprapto – Jl. Gatot Subroto of 10.24 smp/km and for the direction of Jl. Gatot Subroto – Jl. R. Suprapto 13.1 pcu/km. The road segment capacity is 5,422.3 pcu/hour. The value of the road service level obtained an A value.
Pengaruh Penambahan Kapur terhadap Nilai Plastisitas Tanah Lunak Aisyah Salimah; Ighfar Qaribullah
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1184

Abstract

The native soil is subsoil with low plasticity, it has low slick-force properties, low permeability coefficient, and low backing. Land with low plasticity indexes has low supporting power when used as a basic foundation of both a road and a building that is a vital object, thus improving the soil. From the above problem, the research was intended to engineer original soil with a chalk mixture of four relative 0%,5%,10%, and 15%. The method used was in laboratory tests according to some ASTM standards. Each one was testing for properties and the value of the liquefied and plastic limits (Atterberg limit). From testing results obtained native soil according to the uses classification system, original soil belongs to low plastic-plated soils in the sedation to testing shows original soil has obtained a value of a plasticity index of 22.008%. While the results of the mixed soil test, the addition of lime can reduce the liquid limit value, plastic limit, and plasticity index.
Pengaruh Gerak U-Turn pada Bukaan Median terhadap Karakteristik Arus Lalu Lintas Anggreni, Sri; Purnomo, Julyan; Kamil, Firmanillah
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 1 No 1 (2022)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v1i1.1355

Abstract

Permasalahan transportasi di kota-kota besar di Indonesia khususnya di Jalan R. Suprapto Kabupaten Ketapang semakin meningkat dari waktu ke waktu sejalan dengan pertumbuhan populasi, pesatnya tingkat pertumbuhan jumlah kendaraan dan kepemilikan kendaraan, urbanisasi serta sistem angkutan umum yang kurang efisien. Hal ini berdampak pada turunnya tingkat kinerja ruas jalan, termasuk perilaku gerak U-Turn pada bukaan median jalan. Penelitian ini bertujuan untuk mengetahui karakteristik lalu lintas, kapasitas jalan, tingkat pelayanan jalan (LOS), waktu rata-rata kendaraan melakukan U-Turn, panjang antrian dan alternatif yang akan di terapkan pada penelitian ini berdasarkan pedoman MKJI 1997. Dari hasil penelitian dan pembahasan di Jalan R. Suprapto didapatkan nilai karakteristik arus lalu lintas yang terdiri dari volume lalu lintas pada jam sibuk dari arah Jl. R. Suprapto – Jl. Gatot Subroto sebesar 513,8 smp/jam dan untuk arah Jl. Gatot Subroto – Jl. R. Suprapto sebesar 651,35 smp/jam. Kecepatan kendaraan sebesar 49,86 km/jam. Kerapatan lalu lintas untuk arah Jl. R. Suprapto – Jl. Gatot Subroto sebesar 10,24 smp/km dan untuk arah Jl. Gatot Subroto – Jl. R. Suprapto 13,1 smp/km. Kapasitas ruas jalan sebesar 5.422,3 smp/jam. Nilai tingkat pelayanan jalan didapat nilai A

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