EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE)
In the Bridge Management System (BMS92), monitoring is required to obtain information on the detection of early damage before the occurrence of more severe damage. Monitoring data requires a complete, accurate, and validated bridge structure evaluation data in the field. This study was conducte...
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| Format: | Article |
| Language: | English |
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Universitas Negeri Jakarta
2023-01-01
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| Series: | Jurnal Pensil |
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| Online Access: | https://journal.unj.ac.id/unj/index.php/jpensil/article/view/29407 |
| _version_ | 1797938203658813440 |
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| author | Armiati Ulfah Ignatius Sudarsono Robby Gunawan Yahya Fauzia Mulyawati |
| author_facet | Armiati Ulfah Ignatius Sudarsono Robby Gunawan Yahya Fauzia Mulyawati |
| author_sort | Armiati Ulfah |
| collection | DOAJ |
| description |
In the Bridge Management System (BMS92), monitoring is required to obtain information on the detection of early damage before the occurrence of more severe damage. Monitoring data requires a complete, accurate, and validated bridge structure evaluation data in the field.
This study was conducted to evaluate the existing structure of the bridge using asset Survey technology (spesifically technology of Terrestrial Laser Scanning and aerial photogrammetry by UAV/Drone) to meet the needs of monitoring the factual condition of the bridge. This study was conducted in 4 stages, namely: preparation, 3d laser scanning onsite, 3d and 2d modeling, and data collection to evaluate the bridge structure. Method to evaluate the bridge structure by comparing the modeling data and existing data available (shop drawing). The monitoring are categorized into 4, namely: dimensions of the bridge elements, physical damage of the bridge elements, position changes of the bridge elements (deformation), and geometrical of the bridge. This study shows that (1) in some elements of the bridge there is mismatchs between dimensions of actual bridge with the dimensions in the shop drawing (2) There are three , physical damage of the elements (puddles in the connection that can lead to the corrotion, 80% of the bolts on the tied rod are rusty, and there are fragments of concrete on the abutment), (3) some elements/profiles are deformed even some elements/profiles exceed the deformation permit, and (4) the geometry of the bridge has a coordinate correction value with shop drawing.
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| first_indexed | 2024-04-10T18:56:06Z |
| format | Article |
| id | doaj.art-b7294963c57a402ba9e28658fc505f37 |
| institution | Directory Open Access Journal |
| issn | 2301-8437 2623-1085 |
| language | English |
| last_indexed | 2024-04-10T18:56:06Z |
| publishDate | 2023-01-01 |
| publisher | Universitas Negeri Jakarta |
| record_format | Article |
| series | Jurnal Pensil |
| spelling | doaj.art-b7294963c57a402ba9e28658fc505f372023-01-31T23:31:57ZengUniversitas Negeri JakartaJurnal Pensil2301-84372623-10852023-01-0112110.21009/jpensil.v12i1.29407EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE)Armiati Ulfah0Ignatius Sudarsono1Robby Gunawan Yahya2Fauzia Mulyawati3Program Studi Teknik Sipil Fakultas Teknik Universitas Langlang BuanaProgram Studi Teknik Sipil Fakultas Teknik Universitas Langlang BuanaProgram Studi Teknik Sipil Fakultas Teknik Universitas Langlang BuanaProgram Studi Teknik Sipil Fakultas Teknik Universitas Langlang Buana In the Bridge Management System (BMS92), monitoring is required to obtain information on the detection of early damage before the occurrence of more severe damage. Monitoring data requires a complete, accurate, and validated bridge structure evaluation data in the field. This study was conducted to evaluate the existing structure of the bridge using asset Survey technology (spesifically technology of Terrestrial Laser Scanning and aerial photogrammetry by UAV/Drone) to meet the needs of monitoring the factual condition of the bridge. This study was conducted in 4 stages, namely: preparation, 3d laser scanning onsite, 3d and 2d modeling, and data collection to evaluate the bridge structure. Method to evaluate the bridge structure by comparing the modeling data and existing data available (shop drawing). The monitoring are categorized into 4, namely: dimensions of the bridge elements, physical damage of the bridge elements, position changes of the bridge elements (deformation), and geometrical of the bridge. This study shows that (1) in some elements of the bridge there is mismatchs between dimensions of actual bridge with the dimensions in the shop drawing (2) There are three , physical damage of the elements (puddles in the connection that can lead to the corrotion, 80% of the bolts on the tied rod are rusty, and there are fragments of concrete on the abutment), (3) some elements/profiles are deformed even some elements/profiles exceed the deformation permit, and (4) the geometry of the bridge has a coordinate correction value with shop drawing. https://journal.unj.ac.id/unj/index.php/jpensil/article/view/29407Asset Survey TechnologyTerrestrial Laser ScanningDrone and Bridge Monitoring |
| spellingShingle | Armiati Ulfah Ignatius Sudarsono Robby Gunawan Yahya Fauzia Mulyawati EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) Jurnal Pensil Asset Survey Technology Terrestrial Laser Scanning Drone and Bridge Monitoring |
| title | EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) |
| title_full | EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) |
| title_fullStr | EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) |
| title_full_unstemmed | EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) |
| title_short | EVALUATION OF BRIDGE STRUCTURES USING ASSET SURVEY TECHNOLOGY TO BE USED AS MONITORING DATA (CASE STUDY: KAMOJANG HILL BRIDGE) |
| title_sort | evaluation of bridge structures using asset survey technology to be used as monitoring data case study kamojang hill bridge |
| topic | Asset Survey Technology Terrestrial Laser Scanning Drone and Bridge Monitoring |
| url | https://journal.unj.ac.id/unj/index.php/jpensil/article/view/29407 |
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