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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 43 Documents
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IDENTIFIKASI JENIS DAN TINGKAT KERUSAKAN JALAN PADA SISTEM JARINGAN JALAN PERKOTAAN Muh Akbar; Herbin Betaubun; Chitra Utary; Dina Limbong Pamuttu; Daud Andang Pasalli
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 2 No 1 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

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Abstract

Jalan Arafura in Merauke Regency is an access road often passed by the general public to carry out their daily activities that should be in good condition. However, many of these roads were damaged, be they heavily, moderately, or lightly damaged. This study aimed to determine the type of damage to the asphalt surface and the value of asphalt damage on Jalan Arafura. The process of evaluating the level of road damage is calculated using the PCI (Pavement Condition Index) method. Data collection uses a survey method, and the data that has been collected includes measuring road dimensions and measuring road damage. Data collection was carried out on Jalan Arafura STA 0+035 - STA 0+525 with a length of 525 meters. The results showed that the road damage on Jalan Arafura included loose grains, holes, longitudinal cracks, transverse cracks, collapse, block cracks, and side cracks. Based on calculations using the PCI (Pavement Condition Index) method, the road condition value for Jalan Arafura is 6.6, which classifies the level of damage to the failed road pavement.
ANALISIS KEBUTUHAN TRAFFIC LIGHT PADA SIMPANG TAMAN KOTA KETAPANG Anggi Puspita; Nely Kurnila
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 2 No 1 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

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Abstract

The increase in traffic volume is a problem that causes congestion of asection of road, especially on urban roads. The problem of congestion points generally occurs at intersections, which can be found at the intersection of four Jalan Jenderal Sudirman, Jalan Panembahan Bandala, and Jalan Basuki Rahmat which have the potential to cause accidents, queues for traffic jams and delays. The purpose of this study is to find out whether or not it is necessary to install traffic lights at the intersection. The secondary data used are ketapang regency penduduk data and a map of the research location. Primary data were obtained from direct observations in the field through geometric surveys and traffic volume surveys on Thursdays representing weekdays, Saturdays and Sundays representing holidays. Analysis data using MKJI1997. On weekdays, the afternoon capacity value (C) was2,794.13 smp/hour, traffic flow (Q) was 2.376,4 smp/hour, degree of saturation (DS) 0.85, queue opportunity (QP) of 57,40%-29,04%. On Sunday, the afternoon peak with a capacity value (C) of 2,948,14 smp/h, traffic flow(Q) of 2.680,4 smp/hour, degree of saturation (DS) 0.91, queue odds (QP) of 65,53%-33,22%.The results of the analysis at the Ketapang City Park intersection need to be carried out planning for the installation of traffic lights because it has exceeded 750 vehicles/hour for 8 hours which is one of the criteria for installing a traffic light signaling device (APILL).
ANALISIS PERENCANAAN PADA PENINGKATAN RUAS JALAN RAYA CIREBON – SUMBER (JL. PANGERAN CAKRABUANA) KABUPATEN CIREBON Rival Rival; Martinus Agus; Shinta Novriani
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 2 No 1 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

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Abstract

A road segment is a path that aims to pass traffic from one place to another. Good road pavement construction conditions must be able to fulfill functional requirements, namely providing a sense of security and comfort as well as minimum travel time for road users. This study aims to analyze the traffic performance on the Cirebon - Sumber road, then plan improvements to the pavement and road geometry to improve traffic performance. The method used in this study is a quantitative method using the 1997 Indonesian Road Capacity Manual (MKJI), then planning pavement and widening based on the current LHR using the 2017 Pavement Design Manual (MDP) method. In order to accommodate vehicle volumes of up to 25 next year, the road width is planned to be 11 meters, namely 5.5 m for each lane with a 2/2 UD road type. From the results of calculating the thickness of the rigid pavement using the 2017 method (MDP), a pavement thickness of 28.5 cm is obtained and can accommodate the number of passing vehicles with the degree of sturation of 0.63 with Level of Service C (Stable Flow).
PERENCANAAN STRUKTUR GEDUNG LABORATORIUM TEKNIK ELEKTRO DAN TEKNIK PERENCANAAN WILAYAH Astry Selfiyana; Tira Roesdiana
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 2 No 1 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i1.1167

Abstract

The laboratory has an important role in supporting academic/non-academic activities, especially at the Faculty of Engineering, Universitas Swadaya Gunung Jati Cirebon. Along with the development of departments at the Faculty of Engineering, it is necessary to increase laboratory facilities are needed which are designed separately to facilitate educational activities. This study aims to plan and design the structure of the Electrical Engineering Laboratory and Urban Regional Planning Engineering building with a reinforced concrete structure type consisting of 4 floors with a floor height of 4 m. This building was built on Jl.Perjuangan (Additional Building Area), Sunyaragi, Kec. Kesambi, Cirebon City with a hard soil type which according to the earthquake resistance planning regulations for buildings (SNI 1726-2019) is included in the seismic design category D. The design of this building uses a special moment resisting frame system (SRPMK). The structural planning of this building includes plates, beams, columns and foundations following the reinforced concrete structural regulations (SNI 2847-2019). The earthquake load was calculated using the response spectrum method and then analyzed using the ETABS computer aided program
Karakteristik Marshall Penggunaan Slag Sebagai Penambah Agregat Kasar Pada Campuran Asphalt Concrete Binder Course (AC-BC) Cahyadi, Lutfi; Suratmin, Suratmin; Ravi, Ahmad
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 2 No 2 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i2.1168

Abstract

Asphalt concrete is one type of bending pavement that is commonly used in Indonesia. Asphalt concrete is a layer on highway construction consisting of a mixture of hard asphalt and aggregates that well graded, mixed, spread and compacted in hot state at a certain temperature. In this study, aggregate substitute materials the rough used is waste from steel smelting (Slag). The utilization of Slag as a substitute for coarse aggregates can be reducing environmental problems due to Slag being included in waste B3 (Hazardous and Toxic Materials) and its huge amount. Purpose from this study is to find out the physical properties of Slag used as a substitute material for coarse aggregates and the influence of the use of Slag against Marshall's characteristics in the AC-BC mixture. In this study Slag is used as a coarse aggregate enhancer material in AC-BC (Asphalt Concrete-Binder Course) mixture with asphalt content obtained from the optimum asphalt content of 6% and Slag used is 10% and 20%. The results of this study show that slag cannot be used as a coarse aggregate enhancing agent. The influence on Marshall's characteristics is also seen from the lower stability values of the normal mixture. For VFA, VIM, VMA, Flow and MQ values indicate that do not meet the specification
Perencanaan Tebal Perkerasan Kaku (Rigid Pavement) pada Jalan Kapten Piere Tendean Dziljalal, Fadhli; Iswandi, Agung; Aida, Nur
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 2 No 2 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i2.1169

Abstract

Jalan Captain Pierre Tendean is one of the connecting roads between Jalan Brigjend Katamso and Jalan Gatot Subroto which is often passed by local and foreign vehicles. As one of the local roads in the city of Ketapang, this road is also passed by commercial vehicles such as trucks with the heaviest axle load of 5 tons where the excessive load can trigger damage to this road, the average LHRN value on this road is 11 commercial vehicles . The existing road is still in the form of asphalt where there are several points of damage. This is one of the reasons for planning road improvement. The purpose of this study was to determine the thickness of rigid pavement, to know the plan drawings and to know the cost budget plan (RAB). From a good road there is good soil too, the soil is the basic foundation that plays an important role. One of the data needed in the planning of pavement thickness is the CBR value of the soil. The CBR value is obtained from testing with a Dynamic Cone Penetrometer (DCP), on the subgrade of this road the average CBR value reaches 8,40%. In planning the thickness of this rigid pavement using the 2017 SNI 8457 catalog as a reference that regulates the thickness of the lower foundation layer and the thickness of the concrete slab. By using the average CBR value, the thickness of the sub-base layer for this design is 150 mm, for the design lean concrete with thickness of 50 mm, 9,8 MPa or K-125 concrete is used and for the design concrete slab size is 150 mm thick, it is used. 19,3 MPa or K-225 concrete. The planned cost for the rigid pavement of Captain Pierre Tendean is Rp 518,089.000,00 (Five Hundred Eighteen Million Eighty Nine Thousand Rupiah).
Perencanaan Koefisien Reduksi Bearing Capacity Pondasi Dangkal akibat Fluktuasi Muka Air Tanah Fitria Wulandari, Fadila
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 2 No 2 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i2.1170

Abstract

The rapid development of infrastructure in Indonesia, especially in the field of housing, has made people interested in developing multi-level housing, including in Tegal Gondo Village, Karangploso District, Malang Regency because of its geographical location which borders Malang City and has great potential as a supporting area. However, the condition of the soil which has very varied fluctuations (rising and falling) of the ground water level during the rainy and dry seasons is considered dangerous because several houses showed cracks in the sloof and walls during the initial study. So it is necessary to plan the reduction coefficient of soil bearing capacity for planning shallow foundations for simple dwellings. This planning was translated into three stages of activity, namely data collection, laboratory testing, and data processing using Plaxis Version 8.2 software which was confirmed using manual calculations using the Terzaghi formula. Variations in soil depth were taken at -1.00 m and -2.00 m with a 1.00 x 1.00 square shallow foundation design model. The results of the researchyielded a φR value (reduction number of bearing capacity) of 0.64 from an average bearing capacity of 66.13 tons/m2 at a depth of -1.00 m. In addition, at a depth of -2.00 m it has a φR value (reduction number of bearing capacity) of 0.55 from an average carrying capacity of 105.78 tons/m2.
Analisis Kinerja Tarif Angkutan Perkotaan Di Kota Cirebon Berdasarkan Biaya Operasi Kendaraan (Studi Kasus : Trayek D6) Rizka, Alivina; Lestira Hariani, Mira
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 2 No 2 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i2.1172

Abstract

The Covid 19 pandemic had an impact on the transportation sector, where the Government has placed restrictions on people's movements. This had an impact on the weakening of the passenger transportation industry as a result of the decreased number of passengers during the pandemic to post-pandemic covid 19. This study aims to determine the performance of urban transportation fares in Cirebon City, especially the D6 route with the Vehicle Operating Cost approach based on actual load factor data in the field. The method used in this study was a primary survey which included headway survey and passenger get in-get off survey. The data obtained then analyzed using the Vehicle Operating Costs approach in calculating fares to determine the suitability between the actual conditions and the operating costs that must be incurred. The results showed that under actual conditions (the highest average load factor was 45%), the existing fare of Rp.6.000/passenger was below the fare based on vehicle operating costs which resulted in a fare of Rp.8.707/passenger. In order to ensure the sustainability of urban transportation operations in Cirebon City, it is necessary to increase the number of transport passengers according to a minimum standard of 70% load factor or apply subsidies from the Government for the implementation of urban transportation.
Comparison of Pile Slab with Spun Pile and Bored Pile Putri Suryanti, Amalia; Akbar Hakim, Dio; Agung Maha Agung, Putera
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 2 No 2 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i2.1173

Abstract

Terdapat tiga konsep desain oprit jembatan yang berbeda pada saat mendesain jembatan layang Deltamas di Kota Bekasi, yaitu slab on spun pile, slab on bored pile, dan slab on bored pile. Dengan adanya variasi pilihan desain tersebut, analisis detail pergerakan struktur harus dilakukan sebelum rencana struktur oprit jembatan layang Deltamas dapat dibuat. Arah lateral dianalisa dengan menggunakan metode p-y curve, sedangkan desain slab on spun pile dan bored pile dianalisa dengan menggunakan metode elemen hingga. Daya dukung aksial dianalisis dengan menggunakan metode Mayerhoff. Pada kedalaman 24 meter dan 8 baris tiang berdiameter 0,6 meter, slab on spun pile memiliki daya dukung yang cukup dan defleksi maksimum tiang pada permukaan adalah 9,09 mm. (< 25mm), namun diperlukan perkuatan. Sementara itu, slab on bored pile memiliki daya dukung yang cukup pada kedalaman 28 m dengan 5 baris tiang berdiameter 0,8 m, dan nilai defleksi maksimum tiang pada permukaan adalah 9,44 mm (< 25 mm). Penulis menyarankan alternatif desain Slab on Bored Pile untuk berbagai faktor, termasuk stabilitas struktur.
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.

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