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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 4 No 1 (2025)" : 6 Documents clear
Analisis Sistem Manajemen Mutu pada Proyek Pembangunan Gedung Perkuliahan UPI Kampus Tasikmalaya Ramadhan, Nazar Caesar; Meirawan, Danny
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1722

Abstract

This study analyzes the quality management system implementation in the construction project of the UPI Tasikmalaya campus lecture building. Using a qualitative descriptive approach with document analysis, the study evaluates the conformity level of the quality management system with ISO 9001:2015 standards and identifies factors that support and hinder its implementation. Secondary data, including technical specifications, project plans, and quality documents, were analyzed systematically. The findings indicate that most elements of the quality management system meet ISO 8001:2015 standards, especially in the documentation of quality plans and external supplier control. However, internal audit implementation requires improvement to enhance overall quality control. Key hindrances include dependence on external suppliers, delays in supervisor approvals, and inadequate structured inspections. On the other hand, detailed technical specifications, guaranteed materials from official suppliers, and a well-defined project team structure are significant supports. The study concludes that implementing a comprehensive internal audit system and structured field inspections can optimize quality management. Recommendations include diversifying material suppliers, simplifying approval processes, and enhancing routine quality monitoring.
Pengaruh Pecahan Genteng dan Keramik sebagai bahan Pengganti Semen terhadap Kuat Tekan Rosalia, Devi; Purnomo, Julyan; Aida, Nur
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1723

Abstract

In a construction project, roof tiles and ceramics that are cracked (broken) are often thrown away as construction waste. Apart from that, house demolition activities also produce roof tile and ceramic shards that are not reused. No one has conducted research where this wastes is used as a substitute for cement. This research aims to determine the effect of roof tile and ceramic fragments as a substitute for cement on the compressive strength value of concrete. Experimental methods were used in this research. Observations were carried out at the structure and materials laboratory, Ketapang State Polytechnic. The results of the research show that the effect of using tile and ceramic fragments as a substitute for cement with varying percentages of 5% tile, 5% ceramic, 5% tile and ceramic, and 10% tile and ceramic in concrete has an effect on the compressive strength value. The greater the percentage of tile and ceramic fragments used in the concrete mixture, the more the compressive strength value of the concrete will decrease. The average compressive strength of concrete at 7 days between normal concrete and concrete with varing percentages of 5% tile, 5% ceramic, 5% tile and ceramic, and 10% tile and ceramic has a comparative value of 12.76 M.Pa, 12.03 MPa, 12.16 MPa, and 11.03 MPa. The average estimated compressive strength of concrete aged 28 days has comparative values of 19.00 MPa, 18.51 MPa, 18.71 MPa, 17.43 MPa, and 16.97 MPa.
Analisis Perkerasan Kaku (Rigid Pavement) dengan Mutu Beton Fs’45 terhadap Kuat Tekan dan Lentur: Studi Kasus: Rekonstruksi Ruas Jalan Baros-Petir Setiawan, Riki; Supratman, Odih
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1726

Abstract

This study aims to analyze the use of FS 45-grade concrete in rigid pavement for the reconstruction of the Baros-Petir Road. FS 45 concrete, with a minimum compressive strength of 45 MPa and flexural strength of 5–6 MPa, is designed to withstand heavy traffic loads, particularly from vehicles such as trucks. Testing involved the analysis of compressive and flexural strength using cylindrical samples (150 mm in diameter and 300 mm in height) and beam samples (150 mm x 150 mm x 600 mm) at 7 and 28 days. The concrete mixing process followed a Design Mix Formula, ensuring optimal material proportions and strength. Results revealed that FS 45 concrete achieved an average compressive strength of 42.81 MPa and an average flexural strength of 5.5 MPa, meeting the minimum quality standards of 39.7 MPa and 4.4 MPa, respectively. The concrete demonstrated excellent durability against heavy traffic loads, enhanced the pavement's service life, and reduced long-term maintenance costs. Factors such as subgrade conditions, drainage systems, and construction processes were identified as critical elements for successful rigid pavement implementation. This research contributes significantly to improving transportation infrastructure, offering a more durable and efficient solution, particularly for roads with high traffic intensity.
Analysis and Design in Kuningan Regency: Study Case Of The Road Section Of Sukadana Kuningan - Karangwuni Cirebon Taruna, Ghilang Alfy; Harianti, Mira Lestira
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1733

Abstract

Kuningan Regency is one of the areas that has tourism potential with mountainous geographical conditions with various natural beauties and natural springs. Therefore, Kuningan Regency requires good and planned management in order to achieve optimal results. One of the supporting facilities for tourism in Kuningan Regency is road access that must be developed. In supporting the Government Program related to Regional Development Potential and in accordance with the Regional Spatial Plan of Kuningan Regency Year 2011-2031 regarding the development of road networks to support the tourism sector. So it is necessary to plan road development, which is intended to facilitate relations from one region to another. Where the Road Network has a very important function, namely as a transportation infrastructure in the accessibility and mobility of goods and services which is the lifeblood for encouraging economic growth, social, cultural and national stability, as well as efforts to equalize and spread the building.On the horizontal alignment of the Sukadana Kuningan - Karangwuni Cirebon road section there are 8 bend points. Including 6 Full-Cricle bend points and 6 Spiral-Circle-Spiral bend points. The vertical alignment of the Sukadana Kuningan - Karangwuni Cirebon road section has 22 arch points consisting of 11 concave vertical points and 13 convex vertical points. Making vertical arches aims to balance the number of excavations and embankments at the existing location. The amount of excavation in this road section plan is 530656.5m3 while the amount of embankment is 1859787.22m3.. The type of pavement used is flexible pavement with a thickness of 40 cm top grade LPA, 6 cm AC-BC and 4 cm AC-WC. There is 1 bridge with a length of 80 m. The construction of the Ciawigebang Ring Road section in Kuningan Regency costs Rp. 351,385,080,000.00, - (THREE HUNDRED FIVE HUNDRED ONE MILLION THREE HUNDRED EIGHTEEN THOUSAND FIVE MILLION EIGHT HUNDRED THOUSAND THOUSAND RUPIAH). and can be completed within 1 year.
Road Damage Analysis Using PCI Method: Case Study of Babakan – Pabuaran Road Section Kab. Cirebon Lestari, Rossy Indah; Sugiyanto, Martinus Agus
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1736

Abstract

Problematic road infrastructure or pavement due to heavy and repeated traffic volume will cause a decrease in road quality. One of the road damage problems occurred on the Babakan - Pabuaran road section, Cirebon Regency. In this case, the condition survey is carried out visually and then analyzed using the Pavement Condition Index (PCI) method. From the results of data on the condition of the Babakan - Pabuaran road of Cirebon Regency along 3 km and 5 m wide with bending pavement, it can be seen that the more dominant type of damage is the 83.37 m² Basin, 57.27 m² Grain Release, 31.15 m² Hole, 27.08 m² Slippery Aggregate, 21.33 m² Crocodile Skin Crack and 14.92 m² Amblas. The Pavement Condition Index (PCI) value of bending pavement on the Babakan – Pabuaran road section of Cirebon Regency is 41.53 of these figures in the condition of the road section in the Fair category. Based on PCI values, it shows that the percentage of handling road conditions obtained is good, no handling is needed by 14%, rehabilitation by 14%, maintenance by 26% and reconstruction by 46%.
Pemodelan Metode Elemen Hingga Balok Beton Bertulang dengan Perkuatan CFRP (Carbon Fiber Reinforced Polymer) yang Dikenai Lentur dan Geser Rada, Stefanus; Aptiyasa, Putu A. A.
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 1 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i1.1759

Abstract

Reinforced concrete beams as structural elements are designed to withstand working load. Expenses that exceed the capacity of the beam section, would result in the failure load bearing beams in flexure and shear. In this analysis, the beam with two point loading using CFRP (Carbon Fiber Reinforced Polymer) as reinforcement against bending and shear capacity.Modeling carried out by the three dimensional shape, using the Abaqus Student Edition program 6.14. There are three sections in the analysis is the eight point solid elements (beams), shell element (CFRP), and truss elements (reinforcement), using the concept of embedded elements and tie fuction. The steps that must be overcome in the process of analysis is pre processing, simulation and post-processing.The results of the analysis of Abaqus Student Edition 6.14 with experimental results performed by others, that the concrete beams reinforced by CFRP reinforcement subjected to bending and shear, did not show a significant difference in the difference in value. The beams are subjected to bending has a difference of values, namely: the type of R1 = 8,197%; R2 = 1,443%; R3 = 1,393%; EBR_M 1 layer = 4,360%; EBR_M 2 layers = 2,390%; and EBR_M 3 layers = 0,115%. While the beam is subjected to shear has a difference of values, namely: the type A10_R = 0,199%; A10_S = 22,055%; A10_M = 0,770%; A12_R = 0,429%; A12_S = 39,546%; A12_M = 21,421%; B10_R = 10,781%; and B12_R = 8,322%.

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