cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Husnah
Contact Email
husnah@univrab.ac.id
Phone
-
Journal Mail Official
jurnal.ts@univrab.ac.id
Editorial Address
Redaktur Jurnal RACIC Universitas Abdurrab: Gedung Universitas Abdurrab Pekanbaru Jl. Riau Ujung No. 73 Pekanbaru Riau - Indonesia
Location
Kota pekanbaru,
Riau
INDONESIA
RACIC : Rab Construction Research
Published by Universitas Abdurrab
ISSN : 25277073     EISSN : 26203170     DOI : https://doi.org/10.36341/racic
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
RACIC "Rab Construction Research" (ISSN 2527-7073) adalah Jurnal yang dikelola oleh Program Studi Teknik Sipil, Fakultas Teknik Universitas Abdurrab, yang terbit secara berkala dalam dua edisi per tahun.
Arjuna Subject : -
Articles 314 Documents
 20   21   22   23   24 
Studi Perencanaan Perkerasan Kaku Menggunakan Metode AASHTO 1993 Pada Ruas Jalan Lingkar Tuban (STA 13+180 -STA 19+980) Anggra Teguh Saputra; Ibnu Sholichin; Fithri Estikhamah
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5269

Abstract

Jalan Lingkar Tuban is a national strategic route on the north coast of Java that serves as an alternative to overcome various obstacles. It is expected that this road can encourage the overall growth of the city, improve the convenience of vehicle accessibility, and encourage economic growth without causing congestion. To achieve this, good pavement is essential. Given the high traffic volume and overloading that will be travelled on the Tuban Ring Road, rigid pavement planning is highly recommended. The method used in this research is the AASHTO 1993 method, as it has been widely adopted by many countries abroad. The result of this research is 390 mm thick rigid pavement, 100 mm foundation layer (LMC), and 150 mm drainage layer.  The cost budget plan obtained results worth Rp 128,804,000,000 (One Hundred TwentyEight Billion Eight Hundred Four Million Rupiah).
PENGARUH KETIDAKBERATURAN STRUKTUR TERHADAP SINGLE SYSTEM DAN DUAL SYSTEM Syafrizal Syafrizal; Alex Kurniawandy; Muhammad Yusa
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5289

Abstract

Earthquakes are vibrations caused by the movement of tectonic plates and volcanic activity, earthquakes that occur due to the activity of tectonic plate movements are earthquakes that cause great damage and casualties. This massive damage and loss of life occurred as a result of being crushed by the debris of buildings that collapsed due to vibrations caused by the movement of tectonic plates, Existing buildings are currently designed not to follow earthquake-resistant building standards that refer to SNI 1726: 2019. SNI 1726: 2019 there are several criteria for earthquake resistant buildings, namely the influence of the P-Delta effect, horizontal irregularities in the structure and vertical irregularities in the structure, there are two types of structures that are commonly used, namely Single System and Dual System. Single System is a Moment Bearing Frame Structure (SRPM), This type of earthquake load on the building will be carried by the columns and beams, Dual System is a Moment Bearing Frame Structure (SRPM) and Structural Wall Structure (SDS), This type combines columns, beams and shear walls as the structure to carry the earthquake loads that occur in the building. The research aims to analyze the effect of structural irregularities on Single System and Dual System structures and the level of structural performance, the results obtained Single System and Dual System structures experience several horizontal and vertical irregularities in the structure such as torsion irregularities, inner angle irregularities, weight (mass) irregularities, weak level irregularities due to discontinuities in the lateral strength level and the level of performance of Single System structures at Damage Control and Dual System at Immediate Occupancy.
ANALISIS TUNDAAN DAN PANJANG ANTRIAN AKIBAT PENUTUPAN PALANG PINTU KERETA API JPL 241 SUMBERGEMPOL TULUNGAGUNG Arditya Radiantama; Aji Suraji; Agus Tugas Sudjianto
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5311

Abstract

A good transportation system can guarantee safety, smoothness, speed, punctuality and comfort for the community. The JPL 241 Sumbergempol intersection includes a level crossing with various activities such as markets, shops and universities around the road location. The meeting of two types of transportation infrastructure results in significant traffic flows. The aim of the research is to analyze volume, capacity, degree of saturation, delays and length of vehicle queues. The data collection method is by conducting a direct survey at the JPL 241 Sumbergempol location. The data analysis method uses the 1997 MKJI guidelines. The research was carried out for 2 days on Sunday and Monday with an observation duration of 16 hours starting at 06.00 - 22.00 WIB. Data collection methods using survey equipment and field survey forms include traffic volume data, train gate closure duration data, vehicle delay data, and vehicle queue length data. The results of the analysis of the maximum traffic flow volume occurred on Monday at 17:45-18:00, amounting to 1230 pcu/hour with an average traffic flow volume of 871 pcu/hour. The results of the capacity analysis on the road section were found to be 2419.3 pcu/hour with a degree of saturation of 0.72. The results of the traffic delay analysis showed that the total traffic delay was 7805 sec/pcu with an average traffic delay of 1561 sec/pcu. The results of the queue length analysis using drone video showed an average of 36.6 pcu or 989.7 m long.
Perencanaan Off Street Parking Pada RSUD Soewandhie Joshua Leadika; Nugroho Utomo
Racic : Rab Construction Research Vol. 10 No. 2 (2025): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i2.5312

Abstract

RSUD Dr. Mohammad Soewandhi located in Simokerto Subdistrict Surabaya is a health service center that is visited by many visitors. The number of hospital visitors who are not followed by the availability of parking lots around the area causes many vehicles parked on the road on the access road to the hospital. So it is necessary to plan the parking area needs using off street parking to plan the probability of arrival and parking services for the next 5 years. From the calculation results obtained the distribution of motorcycles 1295 vehicles and cars 241 vehicles with an average parking time of 0.86 hours 2.46 hours. The highest probability value of motorcycle arrival pattern P(x) = 0.124127 and car P(x) = 0.27067. Obtained parking area for motorcycles 390 m2 and cars 1213 m2. There is an off street parking facility plan in the form of a parking building at Soewandhi Hospital with a parking supply of 389 SRP motorcycles and 55 SRP cars with a 5-year plan.
PEMODELAN KARAKTERISTIK PELAKU PERJALANAN TERHADAP PEMILIHAN MODA ANGKUTAN MELALUI TOL PEKANBARU – DUMAI M Rendy Alfiansyah; Leo Sentosa; Gunawan Wibisono
Racic : Rab Construction Research Vol. 10 No. 2 (2025): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i2.5315

Abstract

There are differences in the characteristics of travelers on the selection of intercity transportation moda in general at Riau Province and by means of Pekanbaru - Dumai Toll Road. The purpose of this research is to create a model of moda selection characteristics and identify factors that influence the characteristics of travelers on mode choice by means of Pekanbaru - Dumai Toll Road using the Structural Equation Modeling (SEM) method. Data collection is done by distributing questionnaires to respondents. The results of the analysis obtained the highest influence factor on the decision of private transportation travelers affect to public transportation with the model equation PM = 0.276 FL + 0.297 NY + 0.169 BW + 0.154 AM + 0.340 OB is Obstacle, which is still considers using public transportation inefficient, then influenced by convenience, flexibility, time and cost considerations and security while the highest influence factor on the decision of public transport travelers to choose the AKDP Bus or AJDP Travel moda with PM = 0.244 FL + 0.340 B + 0.243 W + 0.228 NY + 0.213 AM model consider of cheaper costs, then flexibility, time considerations, comfort and safety. KeyWords: Mode choice, Structural Equation Modeling (SEM), Pekanbaru - Dumai Toll Road
KAJIAN MODIFIKASI BOTTOM OUTLET BENDUNGAN BUDONG-BUDONG KABUPATEN MAMUJU TENGAH, SULAWESI BARAT Albi Daniel Hasudungan; Kresno Wikan Sadono
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5347

Abstract

This study evaluates the outlet system design for the Budong-Budong Dam, with a focus on optimizing downstream water delivery for irrigation purposes, calculated at 410 liters per second. The outlet structures are categorized by their discharge pathways: river outlet channels, channel outlet channels, and pressurized pipe outlets. A bottom outlet is proposed to aid in meeting irrigation demands, with hydraulic analysis conducted to determine the optimal diameter for efficient water flow. Two diameters (0.4 m and 0.6 m) were analyzed for total head loss, factoring in head loss from the trash rack, entrance, and friction. Results show that a 0.4 m diameter produces a head loss of 4.2905 m, while a 0.6 m diameter produces a head loss of 1.8599 m, consistent with Bernoulli’s Principle that smaller cross-sectional areas increase head loss. Both diameters meet the required downstream discharge of 0.705 m³/s, with head loss remaining within safety limits across hollow jet valve openings. The study concludes that both diameters are feasible for downstream discharge requirements, with the installation of the bottom outlet coordinated in parallel with diversion tunnel excavation for project efficiency.
KAJIAN PERBANDINGAN DESAIN PERENCANAAN DAN PELAKSANAAN PEKERJAAN TIMBUNAN BENDUNGAN TIU SUNTUK, KAB. SUMBAWA BARAT Alexander Christian Tibarrena; Wikan Kresno Sadono
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5369

Abstract

During the construction of Tiu Suntuk Dam, the existing design could not be directly applied to construction implementation. This was due to limitations in planning scale related to space, cost, and time, necessitating a design review of several design parameters throughout the dam construction. The data required for this method includes design and embankment construction data, covering laboratory test results of material samples, dam geometry data, and quarry and borrow area locations. This review utilizes these three data sets to generate a comparison between the design from the planning stage and the actual conditions in the field, encompassing location characteristics, physical and mechanical properties of materials, and available embankment volume.
PERENCANAAN JALUR GANDA (DOUBLE TRACK) LINTASAN KERETA API PADA EMPLASEMEN STASIUN BOHARAN – STASIUN (KM 33+867 - KM 24+167) Kevin Prawira; Nugroho Utomo
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5370

Abstract

Trains are a mode of transportation with kinetic energy used to transport goods and people. The increasing demand for the use of train transportation makes the capacity of the railway track inadequate, because the existing conditions on the Boharan - Sepanjang track still use a single track. Thus, there is a plan for a double track railway on the Boharan - Sepanjang track to reduce the risk of accidents, delays in arrival and departure. In the planning of double track railways using the method of calculating the loading of the railway track, geometric planning of the railway track, calculation of the railway structure based on Service Regulation No. 10 of 1986 concerning Railway Construction Planning and Ministerial Regulation No. 60 of 2012 concerning Railway Track Techniques. The main focus of this study is to plan a double track railway track at the Boharan station - Sepanjang station (KM 33 + 867 - KM 24 + 167). In the double track structure of the railway in the Boharan plot - Throughout the review of this double track planning, the geometric planning of the railway track is divided into 2, namely horizontal alignment using SCS (Spiral-Circle-Spiral) type curves. The output of this study is to review the safety factor of dead load collapse on the railway structure, the safety factor of slope and lateral derailment against the reinforcement of the layer has met the requirements.
ANALISIS HASIL PENGUJIAN DCP DAN CPT SEBAGAI PENENTUAN PARAMETER KUAT GESER TANAH BANDARA SULTAN THAHA Syahidus Syuhada; Puspa Ningrum; Fauzi Buldan Yaumun
Racic : Rab Construction Research Vol. 9 No. 2 (2024): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i2.5424

Abstract

Soil shear strength is an important component in infrastructure design. Many tests can be carried out to determine the shear strength of soil. The Cone Penetration Test (CPT) is a test commonly carried out to predict the shear strength of soil. Dynamic Cone Penetrometer (DCP) is often used to predict the value of soil shear strength in the form of the California Bearing Ratio (CBR) to determine the thickness of highway pavement. The shear strength of clay soil for building design purposes is usually expressed in undrained cohesion (cu) which can be obtained from CPT testing. With DCP and CPT tests carried out at the same location, the relationship between the shear strength parameters from these tests will be obtained. The results obtained were CBR = 0.2504 qc(kg/cm2) and cu (kPa) = 14.455 CBR (%). It is hoped that these results will be a rough estimate for road pavement design because DCP testing is limited in its use (only 1 m subgrade depth).
PERILAKU DEFORMASI PADA BENDUNGAN PIDEKSO Noor Jakirin; Sukamta; Suprapto
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5448

Abstract

Deformation monitoring is carried out during each stage of the dam's lifecycle, including the construction phase, initial reservoir filling, and the post-construction phase. The construction stage is particularly crucial, as rapid structural shifts may occur, which could compromise the dam's stability due to significant soil settlement or displacement. The Pidekso Dam, situated in Giriwoyo District, is a project initiated by the Ministry of Public Works and Housing (PUPR), with its planning process starting in 2015. Reservoir filling began on 14 October 2021. This study utilises a descriptive analysis method based on data from multilayer settlement instrument readings at the Pidekso Dam. The research aims to examine the deformation behaviour observed during the construction phase, as indicated by the instrument readings. Measurements taken between 21 July 2020 and 14 October 2021 at Sta +179.00 revealed a settlement of -3.091 mm during construction. At MS 8, the deformation was found to exceed normal limits.

Page 22 of 32 | Total Record : 314

 20   21   22   23   24 

Filter by Year

2016 2026


Reset
Filter By Issues
All Issue Vol. 11 No. 1 (2026): JUNI Vol. 10 No. 1 (2025): JUNI 2025 Vol. 10 No. 2 (2025): DESEMBER Vol. 9 No. 2 (2024): DESEMBER Vol. 9 No. 1 (2024): JUNI Vol. 8 No. 2 (2023): DESEMBER Vol. 8 No. 1 (2023): JUNI Vol. 7 No. 2 (2022): DESEMBER Vol. 7 No. 1 (2022): RACIC (RAB CONSTRUCTION RESEARCH) Vol. 6 No. 2 (2021): Desember Vol. 6 No. 1 (2021): Juni Vol. 5 No. 2 (2020): Desember Vol. 5 No. 1 (2020): Juni Vol. 4 No. 2 (2019): Desember Vol 4 No 1 (2019): Juni Vol 3 No 02 (2018): Terbitan Keenam Bulan Desember 2018 Vol 3 No 01 (2018): Terbitan Kelima Bulan Juni 2018 Vol 3 No 01 (2018): Terbitan Kelima Bulan Juni 2018 Vol 2 No 02 (2017): Terbitan Keempat Bulan Desember 2017 Vol 2 No 02 (2017): Terbitan Keempat Bulan Desember 2017 Vol 2 No 01 (2017): Terbitan Ketiga Bulan Juni 2017 Vol 2 No 01 (2017): Terbitan Ketiga Bulan Juni 2017 Vol 1 No 02 (2016): Terbitan Kedua Desember 2016 Vol 1 No 02 (2016): Terbitan Kedua Desember 2016 Vol 1 No 01 (2016): Terbitan pertama Bulan Juni 2016 Vol 1 No 01 (2016): Terbitan pertama Bulan Juni 2016 More Issue