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Redaktur Jurnal RACIC Universitas Abdurrab: Gedung Universitas Abdurrab Pekanbaru Jl. Riau Ujung No. 73 Pekanbaru Riau - Indonesia
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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 5 Documents
 1 
Search results for , issue "Vol 6 No 2 (2021): Desember" : 5 Documents clear
KOMPETISI MODA ANGKUTAN UMUM DARAT (KORIDOR KOTA PADANG PANJANG - PADANG, SUMATERA BARAT Angelalia Roza; Andi Mulya Rusli; Muhammad Amrullah Saputra
Racic : Rab Construction Research Vol 6 No 2 (2021): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v6i2.1722

Abstract

Padang City is a city that is the center of economic and educational movement in West Sumatra. Meanwhile, Padang Panjang City is one of the cities that is currently preparing the younger generation to become the part that will cultivate the city well. Unlike the city of Padang, Padang Panjang City is a city that is currently one of the cities with culinary attractions that are in demand by the people of West Sumatra. This is a major attraction for the city trip. The purpose of this study is to identify the factors that will influence the choice of the community to use the land public transportation mode between Minibus and Travel Car from Padang Panjang to Padang, and to analyze the choice of modes to get the best travel mode of transportation. Travel attraction modeling is done using multiple linear regression equations with the help of the SPSS program. The characteristics of the community's journey to Padang Panjang City to Padang City were that the gender was male (58.5%), the age of the people who traveled 15-25 years (55.5%), high school education (52%), student community work (45 %), the total income is <IDR 1 million (50%), the most common mode to go to Padang city is both (49%), the reason for choosing the mode is cost (39.0%), and the most frequent departure is 2x a week (30 %). The factors that influence the travel attraction (y) are influenced by income (X1), travel time (X2), convenience (X3). with a value of R 2 = 0.516
PERENCANAAN ULANG SALURAN DRAINASE JALAN HARAPAN KECAMATAN RUMBAI PESISIR KOTA PEKANBARU Miftahul Jannah; Virgo Trisep Haris; Muthia Anggraini
Racic : Rab Construction Research Vol 6 No 2 (2021): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v6i2.1949

Abstract

Drainage functions to drain water so that there is no puddle on the road surface which can disrupt community activities and damage to road construction. On Jalan Harapan, the Rumbai Pesisir sub-district already has a drainage channel on the right with a height of 1.3 m and a width of 1.3 m and a left channel with a height of 1.3 m and a width of 1.1 m. However, there are still frequent puddles of water on the road surface. The condition of the drainage channel on the hope road is hollow, causing waterlogging in the area. The purpose of this research is to do a re-planning to improve the condition of the existing drainage channel so that it can drain water. The method used is the Gumbel distribution method to calculate the frequency of rainfall, SNI 03-3424-1994 to calculate the intensity of rainfall and the manning method to calculate the flow velocity. From the planning results, the dimensions are 1.75 m high and 1.5 m wide with an upstream elevation of 99,013 and a downstream elevation of 98.8108 for the right channel and the left channel with a height of 1.45 m and a width of 1.2 m with an upstream elevation of 98.429 and an elevation of 98.429. downstream 98,227 for the left channel. In conclusion, the dimensions of the right channel are 1.75 m high and 1.5 m wide, the left channel is 1.45 m high and 1.2 m wide.
PENGARUH PENGGUNAAN ASBUTON BUTIR T.5/50 UNTUK PERKERASAN ASPAL SMA (STONE MATRIX ASPHALT) novia anggraini anggraini; Winayati Winayati; Hendri Rahmat
Racic : Rab Construction Research Vol 6 No 2 (2021): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v6i2.2124

Abstract

The highway as one of the means of land transportation, its usefulness is felt to be increasingly important to increase the improvement of the national economy. One solution to build this road is to try the use of SMA (Stone Matrix Asphalt) asphalt pavement. Stone Matrix Asphalt (SMA) is asphalt concrete with a hot mix consisting of coarse aggregate, fine aggregate, filler material and binder (asphalt). The purpose of the study was to determine the effect of using Asbuton grain T.5/20 for asphalt pavement of the Asphalt Stone Matrix on Marshall characteristics. The materials used in the mixture are coarse aggregate from the base, fine aggregate, asphalt pen 60/70 and asbuton grain T.5/20 originating from Buton Island, Southeast Sulawesi. Marshall test for asphalt matrix asphalt on aggregate mixture with asphalt content of 4.5%, 5%, 5.5% and 6% obtained the optimum asphalt content value of 5.75%. After obtaining the optimum asphalt content, modifications were made by adding asbuton grain T.5/20 to the aggregate mixture as much as 2%, 2.5%, and 3%. The more use as a grain in the mixture, the higher the value obtained. Stability is an indicator of pavement strength under traffic loads. Asphalt Stone Matrix which is designed to obtain a large void content, while the proportion of VMA cavities obtained is getting smaller and does not meet the specification requirements.__
PERANCANGAN STRUKTUR ATAS JEMBATAN SUNGAI MESIM MENGGUNAKAN RANGKA BAJA BERDASARKAN SNI 1725:2016 Layla Kumala Rizki; Indriyani Puluhulawa
Racic : Rab Construction Research Vol 6 No 2 (2021): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v6i2.2130

Abstract

One of rivers on Rupat Island is Mesim River. The bridge crosses the river is a reinforced concrete bridge. Accordance with Bina Marga regulations for 40 – 200 m long obstacles, steel truss bridge is the most economical type. Therefore, in this planning the author redesigned upper structure of Mesim River Bridge using a steel truss. This design aims to obtain effective upper structur dimension, implementation steps and engineer of estimate. This plan refers to SNI 1725:2016 about bridge loading, RSNI T-03-2005 about steel structure planning for bridges, and SNI T-12-2004 about concrete structure planning. This bridge is planned with a length of 52 m. Based on planning results, the bridge slab thickness is 200 mm, stringer uses IWF 350.175.7.11, cross girder uses IWF 700.300.13.24, main truss uses IWF 400.400.13.21
PERENCANAAN RUTE JARINGAN LINTAS ANGKUTAN BARANG DI KOTA PEKANBARU DENGAN APLIKASI PTV VISUM Rahmat Tisnawan; Fitra Ramdhani; Muhammad Rifky Ariansyah
Racic : Rab Construction Research Vol 6 No 2 (2021): Desember
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v6i2.2196

Abstract

The increase in freight movement in Pekanbaru is not followed by the development of good freight transport facility, causing traffic creasing caused by mixtraffic, thus degrading the performance of road segments in Pekanbaru City. It demands the need for the preparation of more effective and efficient freight transport facilities. In an effort to improve the performance of the road segment, several handling scenarios are implemented by cross network arrangement and capacity building of road segments crossed by freight transport. To know the performance of the road segment, the burden of each handling scenario, including in plan year 2030. Based on the result of the loading analysis, it is found that the scenario of ring road construction and road network of freight transport shows the improvement of road performance, where the speed in the base year 33.43 km / hour increases to 40.02 km / h in 2025 and becomes 39.41 km / hr.

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