Automation and Computational Intelligence for Road Maintenance and Management

Automation and Computational Intelligence for Road Maintenance and Management

Author: Hamzeh Zakeri

Publisher: John Wiley & Sons

Published: 2022-06-22

Total Pages: 548

ISBN-13: 1119800668

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Automation and Computational Intelligence for Road Maintenance and Management A comprehensive computational intelligence toolbox for solving problems in infrastructure management In Automation and Computational Intelligence for Road Maintenance and Management, a team of accomplished researchers delivers an incisive reference that covers the latest developments in computer technology infrastructure management. The book contains an overview of foundational and emerging technologies and methods in both automation and computational intelligence, as well as detailed presentations of specific methodologies. The distinguished authors emphasize the most recent advances in the maintenance and management of infrastructure robotics, automated inspection, remote sensing, and the applications of new and emerging computing technologies, including artificial intelligence, evolutionary computing, fuzzy logic, genetic algorithms, knowledge discovery and engineering, and more. Automation and Computational Intelligence for Road Maintenance and Management explores a universal synthesis of the cutting edge in parameters and indices to evaluate models. It also includes: Thorough introductions to management science and the latest methods of automation and the structure and framework of automation and computing intelligence Comprehensive explorations of advanced image processing techniques, recent advances in fuzzy, and diagnosis automation Practical discussions of segmentation and fragmentation and different types of features and feature extraction methods In-depth examinations of methods of classification along with various developed methodologies and models of quantification, evaluation, and indexing in automation Perfect for postgraduate students in road and transportation engineering, evaluation, and assessment, Automation and Computational Intelligence for Road Maintenance and Management will also earn a place in the libraries of researchers interested in or working with the evaluation and assessment of infrastructure.


Continuous and Automated Real-time Bridge Health Monitor & Dissemination of Structural Rating Factors Via the WWW

Continuous and Automated Real-time Bridge Health Monitor & Dissemination of Structural Rating Factors Via the WWW

Author: Sachin Kambli

Publisher:

Published: 2007

Total Pages: 148

ISBN-13:

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Instrumented bridge health monitoring has gained a significant amount of interest in the past few years. The reason being, that instrumented bridge health monitoring provides objective, quantitative information, in lieu of the subjective information provided by visual bridge inspection. This process of collecting data, which may be in the form of real time or archived data, may help civil engineers and bridge designers to improve bridge design, construction, maintenance mechanisms and practice. This thesis reports on one such data collection and monitoring system, which has been implemented at the site of HAM-126-0881L, a typical steel stringer highway overpass bridge located along the Ronald Reagan Cross County Highway in Cincinnati, OH. The instrumentation at this site consists of two components: (1) a weigh-in-motion scale, a digital camera, and a suite of 116 high speed gages together with associated digital data acquisition for monitoring traffic and bridge traffic responses; and (2) a suite of 238 low speed gages together with associated digital data acquisition for monitoring ambient/environmental bridge responses. Both systems are interfaced to PCs at the site running a custom LabView-based software package, which autonomously handles all data post-processing and Graphical User Interface (GUI) functions. The entire monitoring system is connected to the Internet via a high speed ADSL connection. The main focus of the traffic monitor is to capture and synchronize the data obtained for each vehicle from the camera, WIM, and high-speed sensors. In addition to archival of raw data, the monitor automatically rates the bridge as per AASHTO specifications based on the known axle spacing, weights, and strain responses measured for each vehicle. All of this data is presented to users via a user-friendly website where recent vehicles responses and ratings as well as statistical information can be accessed. Some of the targets that were achieved by the author over the previous system were that the monitoring and data acquisition mode of highway vehicles had to be triggered manually in the previous system. After a truck was captured and processed, the monitor would stop and had to be re-started manually. In the current scenario, the monitoring and acquisition process has been automated thus eliminating user input. The entire process of capturing a truck, process all its associated data and post it on the UCII website for online viewing is restricted to less than 4 minutes. This also maximized the number of observations that could be caught in a day. Sensor data acquisition, which was very resource intensive, has been separated from WIM and image acquisition, by creating a master-slave network. The hardware and software on each PC was specifically designed, keeping resource issues in mind. This handles resources in a much better way and makes the system stable. Precise timing parameters were worked-out which makes the hand-off regarding data and flags easier to handle. With real-time data being captured, it was observed that the rating calculations needed re-work. This was resolved leading to error-free rating factor calculations. Also quite a bit of the LabView code was designed for a One-time operation. This was re-designed for the real-time continuous monitoring operation. The UCII web-site was constructed, with a link to the real-time monitor. The GUI was designed to incorporate and categorize the results received from the real-time continuous monitor, not only making it aesthetically appealing but also make result interpretation very intuitive. Statistics were generated regarding results and posted online on the web-site for extended periods of time such as a week or even a month. Capturing of a huge amount of data in a very short time led to enabling of data archiving on the local PC and also on the FTP server, which was synchronized with the entire operation. Thus, an automated and continuous, dedicated-real time monitoring system, combined with an intelligent architectural interface design, data communication protocols and web access go a long way in helping civil engineers establish a deeper understanding of bridge performance.


Automated Recording of Bridge Inspection Data in the Pontis Format

Automated Recording of Bridge Inspection Data in the Pontis Format

Author: Fouad Fanous

Publisher:

Published: 1995

Total Pages: 112

ISBN-13:

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A large percentage of bridges in the state of Iowa are classified as structurally or functionally deficient. These bridges annually compete for a share of Iowa's limited transportation budget. To avoid an increase in the number of deficient bridges, the state of Iowa decided to implement a comprehensive Bridge Management system (BMS) and selected the Pontis BMS software as a bridge management tool. ... The objective of this work was to develop an automated-computerized methodology for an integrated data base that includes the rating conditions as defined in the Pontis program.


Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations

Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations

Author: Hiroshi Yokota

Publisher: CRC Press

Published: 2021-04-20

Total Pages: 926

ISBN-13: 1000173755

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Bridge Maintenance, Safety, Management, Life-Cycle Sustainability and Innovations contains lectures and papers presented at the Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), held in Sapporo, Hokkaido, Japan, April 11–15, 2021. This volume consists of a book of extended abstracts and a USB card containing the full papers of 571 contributions presented at IABMAS 2020, including the T.Y. Lin Lecture, 9 Keynote Lectures, and 561 technical papers from 40 countries. The contributions presented at IABMAS 2020 deal with the state of the art as well as emerging concepts and innovative applications related to the main aspects of maintenance, safety, management, life-cycle sustainability and technological innovations of bridges. Major topics include: advanced bridge design, construction and maintenance approaches, safety, reliability and risk evaluation, life-cycle management, life-cycle sustainability, standardization, analytical models, bridge management systems, service life prediction, maintenance and management strategies, structural health monitoring, non-destructive testing and field testing, safety, resilience, robustness and redundancy, durability enhancement, repair and rehabilitation, fatigue and corrosion, extreme loads, and application of information and computer technology and artificial intelligence for bridges, among others. This volume provides both an up-to-date overview of the field of bridge engineering and significant contributions to the process of making more rational decisions on maintenance, safety, management, life-cycle sustainability and technological innovations of bridges for the purpose of enhancing the welfare of society. The Editors hope that these Proceedings will serve as a valuable reference to all concerned with bridge structure and infrastructure systems, including engineers, researchers, academics and students from all areas of bridge engineering.


Integrated NDE Methods Using Data Fusion-For Bridge Condition Assessment

Integrated NDE Methods Using Data Fusion-For Bridge Condition Assessment

Author: Marwa Hussein Ahmed

Publisher:

Published: 2018

Total Pages: 230

ISBN-13:

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Bridge management system (BMS) is an effective mean for managing bridges throughout their design life. BMS requires accurate collection of data pertinent to bridge conditions. Non Destructive Evaluation methods (NDE) are automated accurate tools used in BMS to supplement visual inspection. This research provides overview of current practices in bridge inspection and in-depth study of thirteen NDE methods for condition assessment of concrete bridges and eleven for structural steel bridges. The unique characteristics, advantages and limitations of each method are identified along with feedback on their use in practice. Comparative study of current practices in bridge condition rating, with emphasis on the United States and Canada is also performed. The study includes 4 main criteria: inspection levels, inspection principles, inspection frequencies and numerical ratings for 4 provinces and states in North America and 5 countries outside North America. Considerable work has been carried out using a number of sensing technologies for condition assessment of civil infrastructure. Fewer efforts, however, have been directed for integrating the use of these technologies. This research presents a newly developed method for automated condition assessment and rating of concrete bridge decks. The method integrates the use of ground penetrating radar (GPR) and infrared thermography (IR) technologies. It utilizes data fusion at pixel and feature levels to improve the accuracy of detecting defects and, accordingly, that of condition assessment. Dynamic Bayesian Network (DBN) is utilized at the decision level of data fusion to overcome cited limitations of Markov chain type models in predicting bridge conditions based on prior inspection results. Pixel level image fusion is applied to assess the condition of a bridge deck in Montreal, Canada using GPR and IR inspection results. GPR data are displayed as 3D from 24 scans equally spaced by 0.33m to interpret a section of the bridge deck surface. The GPR data is fused with IR images using wavelet transform technique. Four scenarios based on image processing are studied and their application before and after data fusion is assessed in relation to accuracy of the employed fusion process. Analysis of the results showed that bridge condition assessment can be improved with image fusion and, accordingly, support inspectors in interpretation of the results obtained. The results also indicate that predicted bridge deck condition using the developed method is very close to the actual condition assessment and rating reported by independent inspection. The developed method was also applied and validated using three case studies of reinforced concrete bridge decks. Data and measurements of multiple NDE methods are extracted from Iowa, Highway research board project, 2011. The method utilizes data collected from ground penetrating radar (GPR), impact echo (IE), Half-cell potential (HCP) and electrical resistivity (ER). The analysis results of the three cases indicate that each level of data fusion has its unique advantage. The power of pixel level fusion lies in combining the location of bridge deck deterioration in one map as it appears in the fused image. While, feature fusion works in identification of specific types of defects, such as corrosion, delamination and deterioration. The main findings of this research recommend utilization of data fusion within two levels as a new method to facilitate and enhance the capabilities of inspectors in interpretation of the results obtained. To demonstrate the use of the developed method and its model at the decision level of data fusion an additional case study of a bridge deck in New Jersey, USA is selected. Measurements of NDE methods for years 2008 and 2013 for that bridge deck are used as input to the developed method. The developed method is expected to improve current practice in forecasting bridge deck deterioration and in estimating the frequency of inspection. The results generated from the developed method demonstrate its comprehensive and relatively more accurate diagnostics of defects.