Routine Highway Bridge Inspection Condition Documentation Accuracy and Reliability

2004 ◽  
Vol 9 (4) ◽  
pp. 403-413 ◽  
Author(s):  
Brent M. Phares ◽  
Glenn A. Washer ◽  
Dennis D. Rolander ◽  
Benjamin A. Graybeal ◽  
Mark Moore
Author(s):  
Michael Plotnikov ◽  
John Collura

Rapid proliferation of small, unmanned aircraft systems (UAS) promises to revolutionize traditional methods used to carry out civil engineering surveys and analyses and conduct physical infrastructure inspections. One of the most promising areas of implementation of innovative UAS technology includes the integration of UAS into current state Department of Transportation (DOT) bridge inspections. While regular bridge inspections are paramount for road user safety, many traditional inspection methods and procedures are cumbersome, expensive, and time consuming; present significant hazards to both the traveling public and the inspection personnel; and are disruptive to normal operations of the transportation facilities. The results of recent studies indicate that UAS can serve as a useful tool in many highway bridge inspection procedures, while significantly reducing costs and time and improving safety. The major factors that affect the success of integrating UAS into the bridge inspection process relate to selection of the proper types of UAS platforms and avionics, data collection sensors and processing software, as well as conduct of task-specific pilot training. The paper provides an examination of current standard bridge inspection procedures and protocols currently carried out by state DOTs; an evaluation of state DOT experiences with the integration of UAS technology into bridge inspections; and an assessment of the issues and challenges associated with this technology. It is expected that this paper will be of interest to a wide range of stakeholders representing state and federal governments, academia, and industry.


Author(s):  
Everett McEwen ◽  
George Tsiatas

The fatigue fuse is a device for predicting the fatigue life of steel highway bridge members when the bridge is subject to variable loads. The fuse is calibrated so that the cracking of each of its four legs can be related to damage in the structure. In a preliminary laboratory study, fatigue fuses are attached to eight steel girders, selected to represent three types of structural details found in existing highway bridges. The fuses are cemented to the girders and the girders subjected to a constant-amplitude fatigue loading. Cracking of the fatigue fuses is monitored by checking electrical continuity across each fuse leg. Tests are continued until girder failure or until all fuse legs are broken and the mean fatigue life of the girder as predicted by AASHTO is reached. The breaking of the fuse legs is used to predict the fatigue life of each girder, which is then compared with the actual cycles to failure of the girder and the AASHTO mean life. The prediction gives satisfactory agreement with the AASHTO mean life in four of the tests. In two tests, the predictions vary significantly from the AASHTO mean life. Although several critical issues remain (such as adapting the fatigue fuse to the environment of a real bridge and conducting tests on a statistically valid sample), the results of this feasibility study indicate that the fuse could be a valuable tool for highway bridge inspection.


Author(s):  
D. D. Rolander ◽  
B. M. Phares ◽  
B. A. Graybeal ◽  
M. E. Moore ◽  
G. A. Washer

2010 ◽  
Vol 29-32 ◽  
pp. 1339-1343
Author(s):  
Guo Jun Liu ◽  
Yong Qing Yang ◽  
Fan Guo

This paper makes an in-depth research on Assessment Methods of Load-bearing Capacity of Highway Bridge (Ministry of Communications of The People’s Republic of China, 1988) and makes a conclusion on assessment methods. Combined with current bridge inspection technology, it points out the limitations and shortcomings of the methods, and proposes the direction of assessment of existing bridge load-bearing capacity.


10.29007/zw9k ◽  
2020 ◽  
Author(s):  
Kazuhide Nakata ◽  
Kazuki Umemoto ◽  
Kenji Kaneko ◽  
Ryusuke Fujisawa

This study addresses the development of a robot for inspection of old bridges. By suspending the robot with a wire and controlling the wire length, the movement of the robot is realized. The robot mounts a high-definition camera and aims to detect cracks on the concrete surface of the bridge using this camera. An inspection method using an unmanned aerial vehicle (UAV) has been proposed. Compared to the method using an unmanned aerial vehicle, the wire suspended robot system has the advantage of insensitivity to wind and ability to carry heavy equipments, this makes it possible to install a high-definition camera and a cleaning function to find cracks that are difficult to detect due to dirt.


2018 ◽  
Vol 56 (1) ◽  
pp. 100-105
Author(s):  
Y. Fujiwara ◽  
K. Umezu ◽  
K. Tamaki ◽  
K. Tanno

Sign in / Sign up

Export Citation Format

Share Document