scholarly journals Inspeksi Kondisi dan Penanganan Jembatan di Pulau Nias Provinsi Sumatera Utara dengan Metode Bridge Management System

2020 ◽  
Vol 22 (2) ◽  
pp. 156-168
Author(s):  
Sumargo ◽  
Rachmat Hakiki ◽  
Reni Raafidiani

Suatu pemeliharaan jembatan didahului adanya kegiatan inspeksi kondisi dengan dilakukan penilaian terhadap kondisi jembatan di lapangan berdasarkan pada standar acuan dari Bridge Management System 1993. Pada penelitian ini dilakukan pada 10 jembatan di pulau Nias provinsi Sumatera Utara yang merupakan ruas jalan nasional. Dengan melakukan penilaian kondisi jembatan berdasarkan tata cara pemeriksaan kondisi jembatan secara visual detail, dengan menggunakan formulir pemeriksaan jembatan. Pemeriksaan visual detail kondisi jembatan meliputi bangunan atas, bangunan bawah, bangunan pelengkap, dan daerah aliran sungai. Pencatatan khusus meliputi kode elemen, jenis kerusakan, dan dilengkapi foto, sketsa kerusakan beserta lokasi kerusakannya, dan jumlah volume kerusakannya. Tujuan dari penelitian ini adalah untuk mengevaluasi kondisi jembatan dan untuk mendapatkan tindakan perbaikan atau penanganan yang tepat. Nilai kondisi dari 10 jembatan menggunakan standar BMS yaitu: 1 jembatan = 5 (runtuh), 5 jembatan = 4 (kritis), 2 jembatan = 3 (rusak berat), 1 jembatan = 2 (rusak ringan), 1 jembatan = 1 (baik). Karena metode yang digunakan pada inspeksi kondisi jembatan secara visual maka perlunya dilakukan pemeriksaan lebih lanjut setelah dilakukan pemeriksaan dan penilaian kondisi jembatan agar dapat mengetahui kerusakan pada komponen bagian dalam jembatan

Author(s):  
Larysa Bodnar ◽  
Petro Koval ◽  
Sergii Stepanov ◽  
Liudmyla Panibratets

A significant part of Ukrainian bridges on public roads is operated for more than 30 years (94 %). At the same time, the traffic volume and the weight of vehicles has increased significantly. Insufficient level of bridges maintenance funding leads to the deterioration of their technical state. The ways to ensure reliable and safe operation of bridges are considered. The procedure for determining the predicted operational status of the elements and the bridge in general, which has a scientific novelty, is proposed. In the software complex, Analytical Expert Bridges Management System (AESUM), is a function that allows tracking the changes in the operational status of bridges both in Ukraine and in each region separately. The given algorithm of the procedure for determining the predicted state of the bridge using a degradation model is described using the Nassie-Schneidermann diagram. The model of the degradation of the bridge performance which is adopted in Ukraine as a normative one, and the algorithm for its adaptation to the AESUM program complex with the function to ensure the probabilistic predicted operating condition of the bridges in the automatic mode is presented. This makes it possible, even in case of unsatisfactory performance of surveys, to have the predicted lifetime of bridges at the required time. For each bridge element it is possible to determine the residual time of operation that will allow predict the state of the elements of the structure for a certain period of time in the future. Significant interest for specialists calls for the approaches to the development of orientated perspective plans for bridge inspection and monitoring of changes in the operational status of bridges for 2009-2018 in Ukraine. For the analysis of the state of the bridge economy, the information is available on the distribution of bridges by operating state related to the administrative significance of roads, by road categories and by materials of the structures. Determining the operating state of the bridge is an important condition for making the qualified decisions as regards its maintenance. The Analytical Expert Bridges Management System (AESUM) which is implemented in Ukraine, stores the data on the monitoring the status of bridges and performs the necessary procedures to maintain them in a reliable and safe operating condition. An important result of the work is the ability to determine the distribution of bridges on the public roads of Ukraine, according to operating conditions established in the program complex of AESUM, which is presented in accordance with the data of the current year. In conditions of limited funding and in case of unsatisfactory performance of surveys, it is possible to make the reasonable management decisions regarding the repair and the reconstruction of bridges. Keywords: bridge management system, operating condition, predicted operating condition, model of degradation, bridge survey plan, highway bridge.


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