Penilaian Kondisi Visual Dan Prediksi Usia Sisa Jembatan Siliti Dengan Metode Bridge Management System
Assessment Of Visual Conditions And Prediction Of The Remaining Life Of The Siliti Bridge Using The Bridge Management System Method
DOI:
https://doi.org/10.33084/mits.v9i1.1556Keywords:
Asesmen Jembatan, BMS, Jembatan, Siliti, Usia SisaAbstract
One of the efforts in bridge maintenance is by conducting a preliminary assessment with a visual assessment. Growth in the number of vehicles each time will result in a risk of decreasing the capacity of the bridge and its age. Post-construction and maintenance is also a major requirement in infrastructure. This is often ruled out causing the bridge's function and performance to decline and ultimately cause damage. Siliti Bridge is a concrete bridge located in North Bungku Morowali, Sulawesi Tengah. This bridge gets special attention due to quite severe conditions. The purpose of the inspection on the Siliti Bridge is to get its condition visually and determine the estimated age of the remaining bridge which will be capital for further inspection. Bridge Management System (BMS) is a system of assesment to know the existing condition of each element of the bridge. The condition value of the bridge is needed to calculate its remaining life. Based on evaluations conducted in 2017, the value of the Siliti Bridge using the BMS standard is 3 (Damaged). The remaining age of the Siliti Bridge is 8 years.
Downloads
References
Direktorat Jenderal Bina Marga Departemen Pekerjaan Umum, (1993), Bridge Management System Panduan Pemeriksaan Jembatan, Badan Penerbit Departemen Pekerjaan Umum.
Hariman, F., H, H. C. & Triwiyono, A., (2007), Evaluasi Dan Program Pemeliharaan Jembatan Dengan Metode Bridge Management System (BMS) (Studi Kasus : Empat Jembatan Propinsi D.I. Yogyakarta), Civil Engineering Forum Teknik Sipil, 17(3), pp. 581-593–593.
Indianto, A., (2016), Studi Kasus Kerusakan Jembatan Dan Pengaruhnya Terhadap Sisa Umur Jembatan, Politeknologi, 15(1).
Kementrian Pekerjaan Umum, (2011), Pedoman Pemeriksaan Jembatan, Jakarta, Direktorat Jenderal Bina Marga, No.00501/P/BM/2011.
Kementrian Pekerjaan Umum, (2011), Penentuan Nilai Sisa Kapasitas Jembatan, Jakarta, Direktorat Jenderal Bina Marga, No.024/BM/2011
Rasidi, N. et al. (2017). Analisis Alternatif Perkuatan Jembatan Rangka Baja (Studi Kasus : Jembaran Rangka Baja Soekarno-Hatta Malang), Eureka : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia, 1, pp. 1–10.
Sudradjat, H., Djakfar, L., & Zaika, Y., (2015). Penentuan Prioritas Penanganan Jembatan Pada Jaringan Jalan Provinsi Jawa Timur (Wilayah UPT Surabaya : Kota Surabaya , Kabupaten Sidoarjo dan Kabupaten Gresik), Rekayasa Sipil, 9(3), pp. 219–228.
Downloads
Published
How to Cite
Issue
Section
License
All rights reserved. This publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording.
