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Abstract

Soekarno-Hatta Bridge is a bridge that connects Blimbing and Dinoyo Subdistricts, Malang City, as well as an alternative route from Malang City to Batu City. The bridge is 35-year-old, and was built in 1988. The last bridge inspection was carried out in 2014, therefore it is necessary to conduct another inspection to determine the Condition Value of the bridge. By considering the ease of conducting inventory, detailed, and routine inspections, The 2022 National Bridge Inspection Standards (Pedoman Pemeriksaan Jembatan tahun 2022)  was used as a reference. Meanwhile, to determine the type of deffect and the Rating Condition of the bridge, the visual analysis method was used. The results of the bridge inspection analysis showed that the Rating Condition of the Soekarno-Hatta steel truss bridge was "1". The number reflects current condition of the bridge that is in a state of minor damage, and the overall condition of the bridge has minor damage and has not expanded. The bridge currently needs indicative maintenance in the form of routine maintenance. From the results of the analysis it was also known that the Rating Condition of the Soekarno-Hatta concrete girder bridge was "2". In a state of moderate damage, an indicative maintenance that should to be done is periodic maintenance.

Keywords

Rating Condition Maintenance Pedoman Pemeriksaan Jembatan Tahun 2022

Article Details

References

  1. Adrianis, Rita, E., & Permata, R. (2021). Prioritas Penanganan Jembatan di Zona Merah Kota Padang. Tesis Universitas Bung Hatta, 155.
  2. Chapman.R.E, K. a. (2011). Proposed UNIFORMAT II Clasification of Bridge Elements. NIST U.S Department of Commerce National Institute of Standards and Technology, 91.
  3. Charette.R.P, a. M. (1999). UNIFORMAT II Elemental Classification for Building Specifications, Cost Estimating, and Cost Analysis. NIST U.S DEPARTMENT OF COMMERCE Technology Administration National Institute Of Standards and Technology , 93.
  4. FHWA Bridge Inspector’s Manual: Bridge Inspection Program. (n.d.). In P. P. Mark Rossow, FHWA Bridge Inspector’s Manual: Bridge Inspection Program.
  5. Gambar Standar Rangka Baja Bangunan Atas Jembatan Kelas A dan B. (2005). Departement Pekerjaan Umum Direktorat Jendral Bina Marga.
  6. Modul 2 Sistem Manajemen Jembatan . (2018). Modul 2 Sistem Manajemen Jembatan . Bandung : Kementrian PUPR.
  7. Modul 6 pemeriksaan detail jembatan. (2018). Modul 6 - Pemeriksaan Detai Jembatan. Bandung: Kementrian Pekerjaan Umum dan Perumahan Rakyat Badan pengembangan Sumber Daya Manusia.
  8. Pedoman Pemeriksaan Jembatan . (2022). PEDOMAN PEMERIKSAAN JEMBATAN. JAKARTA: Kementrian Pekerjaan Umum dan Perumahan Rakyat Direktorat Jendral Bina Marga.
  9. Rossow.Mark. (2012). FHWA Bridge Inspector's Manual : Bridge Inspection Programs. CED Engineering PDH for the professional, 29.
  10. Satmoko, T. A. (2021). Evaluasi Jembatan Dengan Metode Bgridge Management System (BMS) Study kasus: Jembatan Bogem, Prambanan. Tugas Akhir Fakultas Teknis Sipil dan Perencanaan Universitas Islam Indosensia , 164.
  11. Structure Inspection Field Manual . (1993). WISconSIN Department of Transportation .
  12. Struyk, I., Veen, P. V., & Sormargono. (1995). JEMBATAN. Jakarta: Pradnya Paramita.
  13. Vaza Herry, R. P. (2017). Identifikasi Kerusakan & Penentuan Nilai Kondisi Jembatan. Pusat Litbang Jalan dan Jembatan.
  14. Weseman.W.A. (1995). Recording and Coding Guide for the Structural Inventory and Apparsial of The Nation's Bridge. Washington,D.C: U.S Department Of Transportation Federal Highway Administration.
  15. White, K., Minor, J., & Derucher, K. (1992). BRIDGE MAINTENANCE INSPECTION AND EVALUATION Second Edition, Revesed and Expanded. UNTED STATES OF AMERICA: MARCEL DEKKER,INC.
  16. wotton.J. (1994). Repair Of Concrete Bridge. USA: Thomas Telford Services Ltd, Thomas Telford House,1 Heron Quay,London E14 4JD.