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M. Gala Garcya
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Civil Engineering, Building, Construction & Architecture Transportation

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EVALUASI KERUSAKAN JEMBATAN MENGGUNAKAN METODE BRIDGE MANAGEMENT SYSTEM (BMS)( Studi Kasus: Jembatan Bengkalis) M. Gala Garcya; Galih Sandi Tias; Simanjuntak, Benget Rio Sanses
Jurnal TeKLA: Jurnal Inovtek Seri Teknik Sipil dan Aplikasi Vol 6 No 2 (2024): Inovtek seri TekLA
Publisher : P3M Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6.i2.46

Abstract

Bridges play a significant position in the route network system because of the significant consequences if the bridge is damaged or does not play a role properly. Bridges also play a vital role in infrastructure, supporting economic, social, and cultural activities to achieve balanced and equitable development. However, a bridge can be at risk if it is not designed in accordance with the use of the class of path it follows, so that it can affect traffic safety, so it is necessary to try the name of bridge condition monitoring. Bridge condition monitoring is attempted using the Bridge Management System (BMS) procedure, which is designed to control, conduct, and monitor bridges. Bridge checks are tried carefully, listed evaluating the detailed state of each damaged element, so that a state value is obtained. State evaluation using the BMS procedure, each damage is categorized into 5 levels, with level 1 being the lowest and level 5 being the highest. In this research, the author conducted an evaluation of the condition of the Bengkalis Bridge. Based on the results of the research, it was found that the NK of the bridge is 3, so it requires immediate attention because it is likely to become serious within the next 12 months. It is hoped that the results of this study can share guidelines for improving the expertise and performance of the Bengkalis Bridge. Based on the evaluation results, the Bengkalis Bridge is categorized as severely damaged with a value of 3 and has an age of 42 years.
PENILAIAN KONDISI STRUKTUR JEMBATAN SUNGAI BENGKALIS MENGGUNAKAN METODE BRIDGE MANAJEMEN SYSTEM JALAN ANTARA KABUPATEN BENGKALIS PROVINSI  RIAU M. Gala Garcya; Benget Rio Sanses S; Sandi Tias, Galih
Jurnal TeKLA: Jurnal Inovtek Seri Teknik Sipil dan Aplikasi Vol 6 No 2 (2024): Inovtek seri TekLA
Publisher : P3M Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6.i2.47

Abstract

Bridge condition assessment is a bridge maintenance task that protects the life of the bridge and prevents permanent damage to bridge elements. The increasing number of vehicles increases the risk of reducing the strength and life of bridges. Due to the large number of bridge elements requiring maintenance and the different risk of damage from bridges, a ranking of bridges requiring maintenance was determined. This ranking is made by evaluating the condition of bridges in a system called the Bridge Management System (BMS). The purpose of this research is to evaluate the condition of the bengkalis river concrete bridge on Jalan Antara Bengkalis Regency Riau and take appropriate repair or maintenance measures. The visual inspection carried out on the structural elements of the bridge at the site as a whole obtained a condition value of 3. From the test results, the residual compressive strength value of concrete determined through the hammer test is 190 kg/cm2 for the pillars, 476 kg/cm2 for the deck slab, and 374 kg/cm2 for the bridge girder. Compressive strength values of 19 MPa for concrete columns, 45 MPa for deck slabs, and 37 MPa for beams were obtained. The upper and lower structures were found to comply with the General Specifications for Bridges 2018 Revision 2 chapter on Concrete Quality and Use, and were categorized as “medium concrete quality”. Coverage requirements 20-45 MPa.
Co-Authors Benget Rio Sanses S Galih Sandi Tias Sandi Tias, Galih Simanjuntak, Benget Rio Sanses