cover
Contact Name
firmanilah kamil
Contact Email
firmanilahkamil@politap.ac.id
Phone
+6282332979897
Journal Mail Official
firmanilahkamil@politap.ac.id
Editorial Address
Jl. Rangga Sentap, Dalong Sukaharja, Kab. Ketapang, Provinsi Kalimantan Barat, 78813
Location
Kab. ketapang,
Kalimantan barat
INDONESIA
Journal of Research and Inovation in Civil Engineering as Applied Science
ISSN : -     EISSN : 28283732     DOI : https://doi.org/10.58466/rigid
Core Subject : Social, Engineering,
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.
Articles 43 Documents
Metode Pelaksanaan Basement Retaining Wall pada Proyek Pembangunan Rumah Sakit Gultom, Sharon Simon; Fansuri, Muhammad Hamzah; Khalifah, Via Azizul Saputri; Heriyani, Hesti Putri
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 2 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i2.1899

Abstract

The construction of hospital infrastructure requires precise construction techniques, especially in areas with complex soil conditions. This study aims to analyze the implementation method of retaining walls in the basement of the RSPON project in Cawang, Jakarta. The study was conducted using a descriptive-analytical approach through field observations, documentation, and literature review. The main focus of the research is to identify the construction stages, types of materials, and techniques used in the construction of retaining walls. The results show that the selection of construction methods is adjusted to local geological characteristics, structural loads, and land stability requirements. The applied method provides an effective solution in overcoming technical challenges at the project site, considering safety, efficiency, and construction quality aspects. This research is expected to contribute to the development of retaining wall construction techniques for similar infrastructure projects, especially in areas with complex soil conditions.
Analisis Nilai Ketidakrataan Jalan Ahmad Yani Kota Balikpapan Dengan Metode International Roughnes Index (IRI) Menggunakan Aplikasi Road Bump Pro Ain, Mohamad Isram M; Sunarno, Sunarno; Respati, Sara Wibawaning; Nadhifah, Anisa
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 4 No 2 (2025)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v4i2.1945

Abstract

Ahmad Yani Street is an arterial road that serves as a strategic route connecting school areas, shopping centers, industrial zones, and national strategic areas such as airports and ports. This road segment is constantly used by motorized vehicles at all times, bearing the load from these vehicles, which causes a decline in road conditions, both structural and non-structural. Therefore, periodic road condition assessments are necessary. These assessments are required for evaluation in road planning and maintenance for the future and can be carried out by evaluating the road surface condition. This study aims to determine the surface roughness condition and the appropriate treatment for Ahmad Yani Road using the International Roughness Index (IRI) method with the Road Bump Pro application, applied to three different vehicle types: sedan, SUV, and pick-up. Based on the survey results of the IRI values obtained using SUV, pick-up, and sedan vehicles, the average IRI values were 2.44 m/km, 2.69 m/km, and 2.42 m/km.. Keywords: Road Surface Condition, International Roughness Index, Road Bump Pro
Desain Perbaikan Perkerasan Kaku Akses Jalan PPKP dengan Metode AASHTO dan ESAL Apituley, Joshua Henry Frankestein; Wijaya, Muhammad Tegar; Suryan, Viktor
Journal of Research and Inovation in Civil Engineering as Applied Science (RIGID) Vol 5 No 1 (2026)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v5i1.1948

Abstract

The road in front of the firefighting study program at the Palembang Aviation Polytechnic experienced serious damage in the form of transverse cracks and a 4.6 × 4.6 m collapse. This damage was caused by the frequent passage of heavy foam-tender vehicles during practice, disrupting operations and endangering user safety. This condition indicates the need for pavement capable of withstanding high dynamic loads in a limited area. This study aims to redesign the rigid pavement layer in the courtyard of the PPKP Poltekbang Palembang Building. Specific objectives include identifying the type and severity of damage, calculating traffic and vehicle loads (ESAL), and determining the optimal pavement thickness for structural repair. The research applied a quantitative approach with primary data from field observations and damage measurements, and secondary data from literature and PKP-PK vehicle specifications. Analysis was conducted using the AASHTO 1993 method with a focus on ESAL calculations to determine rigid pavement thickness. Results showed that damage was due to heavy foam tender traffic. The 20-year cumulative ESAL of 84.25 is considered low, but the high axle load requires a minimum 20 cm concrete slab for safety and optimal service life. This research provides technical recommendations for safe, efficient road repairs in campus areas with high dynamic loads.