Article Per Year (5 Year)
p-Index From 2021 - 2026
0.778
P-Index
This Author published in this journals
All Journal TEKNIKA Jurnal Teknik Sipil LATERAL
Bazar Asmawi, Bazar
Unknown Affiliation
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Industrial & Manufacturing Engineering Mechanical Engineering Transportation

Published : 4 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 4 Documents
Search

 1 
KINERJA ANGKUTAN UMUM PENGUMPAN (FEEDER) LRT KOTA PALEMBANG (STUDI KASUS RUTE STASIUN DJKA – TERMINAL PLAJU) Zulkarnain, Yules Pramona; Asmawi, Bazar; Alzahri, Syahril; Oktaliani, Triana
LATERAL: Jurnal Teknik Sipil Vol 2 No 1 (2024): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v2i1.412

Abstract

A feeder system is a transportation system that aims to serve parts of the city that are beyond the reach of the main modes of transportation. The feeder system is designed to be used in residential areas towards the main road corridor so as to create a better hierarchy of public transportation systems between the main mode, branch mode, feeder mode. With the holding of this feeder, one of them is a milestone to increase LRT (Light Rail Transit) occupancy. The purpose of this research is to find out how effective and efficient feeder public transportation is and to find out the characteristics of passengers using feeder services on corridor 5, the analysis method used in this study uses a mixed method between descriptive and quantitative. Based on the results of the analysis that has been done, it is known that the background of different passengers at each observation point and the results of the feeder performance with a vehicle density value of 0.322 vehicles / hour, waiting time of 6 minutes, vehicle frequency of 4 - 5 vehicles / km, speed of 17 km / hour, travel time of 0.8 hours, operational capacity of 11.4%, headway 12 minutes, load factor 96% and utility 230 km in one day of operation.
PENGARUH PRODUKTIVITAS TENAGA KERJA TERHADAP PEKERJAAN PLESTERAN (Studi Kasus : Proyek Pembangunan Masjid Babbusalam Sabil Barakah) Atmiko, Kgs. M. Widi; Umari, Zuul Fitriana; Asmawi, Bazar; Septriansyah, Verinazul
LATERAL: Jurnal Teknik Sipil Vol 2 No 2 (2024): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v2i2.339

Abstract

A project is a temporary activity that has clear goals and objectives, lasts for a limited period of time, with a certain cost allocation. This research was conducted to find out how much labor productivity there is in plastering work on the Babbusalam Sabil Barakah Mosque construction project and what factors influence the productivity of plastering work on the Babbusalam Sabil Barakah Mosque construction project. The research was conducted by observing the productivity level of 32 workers and accompanied by filling out a questionnaire. Productivity observations used the work sampling method by calculating worker utility factors which were carried out for 3 days for each worker. The average value of the worker productivity utility factor in plastering work on the Babbusalam Sabil Barakah Mosque construction project is 89.57%. The variables that have been determined have a significance of 0.000<0.005 (the required sig) so that they simultaneously have an influence on the level of productivity. Partially, 9 factors that influence the productivity variable have a calculated T value for each variable that exceeds the T table value of 2.074.
ANALISIS PERBANDINGAN RENCANA ANGGARAN BIAYA DENGAN RENCANA ANGGARAN PELAKSANAAN (STUDI KASUS: PEMBANGUNAN RUMAH SUBSIDI PRITA RESIDENCE 2) Septriansyah, Verinazul; Ismail, Muhammad; Umari, Zuul Fitriana; Asmawi, Bazar; Lubis, Lega Reskita
LATERAL: Jurnal Teknik Sipil Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i1.595

Abstract

The development of the construction industry in Indonesia is progressing rapidly, as evidenced by the increasing number of buildings, bridges, roads, and other structures built to meet the needs of the community. In 2022, the population of Banyuasin reached 839,401 people, with 89.23% owning their own homes, 1.81% renting, 7.00% living rent-free, and the remaining 1.96% falling into other categories. The Permen PUPR 2023 method is a cost calculation approach that includes components such as labor, materials, and equipment to determine unit prices for specific types of work. Meanwhile, the real method involves calculating coefficients based on manual calculations of the quantities of materials and wages used, adjusted to the specific work being carried out. The aim of this research is to determine the total cost values calculated using both methods—Permen PUPR 2023 and the real method—and to compare the differences between these total costs in the construction of the Prita Residence 2 subsidized housing project. Cost estimation was conducted based on the building volume calculated from the project drawings. Based on data processing, the Permen PUPR 2023 method resulted in a cost of Rp. 137,874,758, while the real method yielded a cost of Rp. 97,316,225, with a percentage difference of 29.41%.
PENGARUH PENAMBAHAN TULANGAN BAJA HALUS (BENDRAT) TERHADAP KUAT TEKAN, POLA RETAK, DAN KUAT LENTUR BETON SERAT Asmawi, Bazar; Fuad, Indra Syahrul; Wijaya, Muhammad Meidy; Aminuddin, Kiagus Muhammad
TEKNIKA: Jurnal Teknik Vol 12 No 2 (2025)
Publisher : Universitas IBA Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35449/teknika.v12i2.375

Abstract

In Indonesia, infrastructure development such as bridges and buildings is rapidly advancing, with concrete serving as the primary material due to its compressive strength. However, concrete is susceptible to cracking caused by stresses and temperature variations, which can compromise the strength and safety of structures. These cracks can appear both before and after construction completion and are influenced by environmental factors as well as the inherent properties of the concrete itself. To address these weaknesses, various studies have shown that adding fibers, particularly steel wire fibers with high tensile strength, can help inhibit crack propagation. Therefore, research was conducted on the use of steel wire fibers with a content of 0.5–1.5% to investigate their effects on the mechanical strength and crack patterns of concrete with a compressive strength of 25 MPa. The compressive strength tests indicated that all samples experienced strength increases over time, with the addition of 1% and 1.5% steel fibers providing the most significant and stable improvements, accelerating hardening and enhancing the load-bearing capacity of the concrete. Crack patterns varied based on age and fiber concentration, with parallel crack patterns being more dominant at higher fiber contents, while cone-shaped and shear cracks were more common in concrete without fibers or with lower fiber contents. Keywords: Steel Wire Fiber; Concrete Compressive Strength; Concrete Crack Pattern; Concrete Flexural Strength.
Co-Authors Aminuddin, Kiagus Muhammad Atmiko, Kgs. M. Widi Indra Syahrul Fuad, Indra Syahrul Lubis, Lega Reskita Muhammad Ismail Oktaliani, Triana Syahril Alzahri, Syahril Umari, Zuul Fitriana Verinazul Septriansyah Wijaya, Muhammad Meidy Yules Pramona Zulkarnain