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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 5 No 1 (2020): Juni" : 5 Documents clear
POTENSI PENGENDALIAN ON STREET PARKING DI RUAS JALAN DAMAR KOTA PADANG Angelalia Roza
Racic : Rab Construction Research Vol 5 No 1 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1234.712 KB) | DOI: 10.36341/racic.v5i1.849

Abstract

The Damar road section is a connecting lane for the Pasar Raya Padang area which starting to face parking problem. The indicator is the disruption of the flow and the high accumulation of parking volume on Jalan Belakang Olo section. These affected to the decrease on the level of the road services (LOS) on Jalan Damar Padang. So, the analysis of LOS, parking characteristics and parking management on Jalan Damar were carried out. The results of the parking characteristics analysis during the three days of observation showed that the average parking duration was 34-35 minutes, the maximum Parking Turn Over was 3.6 vehicles /day/space, and a maximum Parking Index was 84.91 %. The level of service level value indicated that the degree of saturation was 0.51 (DS <0.80) and it categorized to the B level; the flow classified stable with the average travel speeds ≥ 40 km / hr. The results of the traffic volume analysis trends and the volume of parked vehicles are contradictory. This could answer the question why that on parking activities the Jalan Damar did not caused a significant problem. Management of the on street parking through a Parking Meter Machine at this location is recommended. In the initial stage, the results of the parking characteristics analysis and the lay-out of parking lot can be offered. However, the further study will be needed to determined such as the vehicles growth rate and parking tariff to avoid the impact on the Level of Service.
ANALISIS KELAYAKAN FINANSIAL PROYEK JALAN TOL MELALUI PENDEKATAN STOKASTIK muhammad Sarpan
Racic : Rab Construction Research Vol 5 No 1 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1503.165 KB) | DOI: 10.36341/racic.v5i1.1185

Abstract

ABSTRAK Ruas Jalan Tol Pekanbaru-Dumai seksi-1 termasuk percepatan pembangunan jalan tol Sumatera, penelitian ini melakukan analisis kelayakan finansial pada investasi jalan tol Pekanbaru-Dumai seksi-1 dengan konsesi single period, analisa pendekatan stokastik dengan bantuan sofware -at-risk versi 7.6.1 serta pendekatan deterministik sebagai pembanding, Investasi jalan tol Pekanbaru-Dumai seksi-1 sebesar Rp. 1.766.858.970.000 dengan proporsi ekuiti sebesar Rp.1.236.808.000.000 dan dept sebesar Rp. 530.050.970.000. Hasil perhitungan NPV dengan metode pendekatan deteriministik pada risiko rendah Rp. 100.247,04 juta, risiko sedang Rp. 99.492,09 juta, risko tinggi Rp. 97.280,99 juta, serta dengan pendekatan stokastik pada risiko rendah Rp. 574.617,27 juta, risko sedang Rp. 544.400,74 juta, risko tinggi Rp. 512.530,56 juta. Berdasarkan hasil analisis, maka proyek jalan tol Pekanbaru-Dumai seksi-1, layak secara finansial.
EVALUASI PENERAPAN BUILDING INFORMATION (BIM) 5D TERHADAP WAKTU REVIEW UNTUK OPTIMALISASI WAKTU DAN BIAYA rio hamdani
Racic : Rab Construction Research Vol 5 No 1 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (484.277 KB) | DOI: 10.36341/racic.v5i1.1231

Abstract

RIO HAMDANI, NIM 1410246101. Evaluation of the Implementation of Building Information (BIM) 5D on Review Time For Optimizing Time And Costs, supervised by Sigit Sutikno and Manyuk Fauzi. Design review efficiency to obtain the changes order document is very important to be completed at the beginning of the project and not overlapping to the implementation schedule. One cause of the addendum or CCO is a drawings error that use 2D CAD software suchas mismatches design, design changes, specification changes, design errors and drawings that are less detailed and complete so that it affects the work schedule and material purchases. This research was conducted using a descriptive qualitative approach where data were obtained from interviews and questionnaires on four competent personnel both from the contractor and construction management consultants to then be compared with data obtained from BIM practitioners. With this research it is proven that the use of BIM greatly helps the efficiency of review time so that it affects the overall project time achievements. The efficiency of review time can be achieved by 52.94%, the calculation of volume and cost can be improved by 42%. While the cost efficiency and number of personnel are 9% and 9.5%. Keywords: Time, Efficiencies, Reviews, BIM
ANALISIS BALIK KUAT GESER TANAH TERSTABILISASI SEMEN DENGAN METODE NUMERIK Muhammad Toyeb
Racic : Rab Construction Research Vol 5 No 1 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (709.719 KB) | DOI: 10.36341/racic.v5i1.1315

Abstract

Shear strenght is a parameter to soils strenght analysis. Shear strenght can be obtained from laboratorium test that interpreted as stress and strain. Soil tests had done on soil stabilization of cement with mixing 5%; 10%; 15% of content. Soil tests were used by triaxial test of unconsolidated undrained (triaxial UU) with cell pressure at 50; 100; 200 kN/m2 and unconfined compression test. The test specimens were disturbed soil samples which compacted and remolded, and then carry out curing for 0; 3; 7; 14; 28 days. The laboratory test results were back analysis in Plaxis 2D by using Mohr-Coulumb and Hardening Soil model later. The Mohr-Coulumb and Hardening Soil model had deviator stress results was almost equal to the test results of triaxial UU and unconfined compression test. Especially of strain by Mohr-Coulumb model, shew the lower strain than be showed by triaxial UU test and unconfined compression test. The Hardening Soil model, provides fluctuating strain results of triaxial UU test because it is affected by the application of cell pressure (σ3) and it provides greater strain results from unconfined compression test. Keywords: Triaxial UU, Unconfined Compresssion, Stress and Strain, Plaxis 2D
PERENCANAAN ULANG TRAFFIC LIGHT PADA SIMPANG PRESIDEN KOTA PADANG Bayu Budi Irawan
Racic : Rab Construction Research Vol 5 No 1 (2020): Juni
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (805.548 KB) | DOI: 10.36341/racic.v5i1.1355

Abstract

In 2019 the presidential intersection was renovated by installing traffic lights, increasing the number of lanes, and geometric changes to the Jhoni Anwar road arm. The redesign is done by widening the road on the Jhoni Anwar (T) arm from 6.5 m to 9 m and the application turns left following the Traffic Light (PLT) on the arm of Jhoni Anwar (B). The recalculation results obtained a DS value of 0.83 with a service level "D" that is the current is approaching unstable, the speed is still controlled, Q / C can still be tolerated. The value of the average intersection delay is 37.75 sec / pcu. The queue length of the Khatib Sulaiman (U) 84 m, (S) 95 m, (T) 58 m, and the Jhoni Anwar (B) intersection arm 47 m. Budget Cost needed for Traffic Light planning is Rp. 328,959,800,-.

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