Diagnosis and Prognosis of Concrete Infrastructure: Condition Assessment, Service-Life Prediction and Rehabilitation (1.2 CEUs)
Course Description
Concrete infrastructure is exposed throughout its service life to physical, chemical, mechanical, and environmental actions that can progressively reduce safety, serviceability, and durability. Effective infrastructure management therefore requires more than identifying visible distress: engineers must determine the underlying deterioration mechanisms, quantify the current condition, forecast future performance, and select technically and economically appropriate interventions.
This intensive course provides participants with a practical framework for the diagnosis and prognosis of aging concrete infrastructure. It covers major deterioration mechanisms; inspection planning; non-destructive, microscopic, mechanical, analytical, and statistical assessment methods; serviceability and structural appraisal; service-life prediction; and the selection of repair, rehabilitation, and maintenance strategies.
Based on state-of-the-art research and industry practice, the course integrates technical instruction with real infrastructure case studies and practical exercises. Participants will learn how to transform field observations and test results into defensible engineering decisions and performance-based management plans for bridges, buildings, transportation systems, parking structures, water infrastructure, and other critical concrete assets.
Objective
The participant will learn how to identify deterioration mechanisms affecting concrete infrastructure, plan and execute condition assessments, select and interpret appropriate field and laboratory tests, estimate future deterioration and remaining service life, and evaluate repair, rehabilitation, and maintenance alternatives. Participants will gain a structured, risk-informed approach for converting diagnostic and prognostic information into practical asset-management decisions that improve reliability, extend service life, and optimize life-cycle costs.
Target Audience
• Civil and Structural Engineers
• Bridge and Transportation Engineers
• Municipal and Infrastructure Engineers
• Materials and Durability Specialists
• Asset and Facility Managers
• Engineering Consultants and Project Managers
• Infrastructure Owners and Government Agencies
• Inspection, Testing, and Quality-Control Professionals
• Contractors, Repair Specialists, and Engineering Technologists
• Graduate Engineers-in-Training
Recommended prerequisite: basic knowledge of concrete materials and reinforced-concrete structures.
Level of Course
Advanced
Learning Objectives
After you attend this course/workshop, you will be able to:
• Recognize and differentiate the principal deterioration mechanisms affecting concrete infrastructure.
• Plan a condition-assessment program based on asset type, exposure, observed distress, risk, and project objectives.
• Select suitable visual, non-destructive, microscopic, mechanical, and chemical assessment techniques.
• Interpret field observations, laboratory results, and condition indicators while recognizing test limitations and uncertainty.
• Diagnose the causes, extent, severity, and consequences of concrete deterioration.
• Estimate deterioration progression, remaining service life, and future serviceability using experimental, analytical, and statistical approaches.
• Evaluate repair, rehabilitation, maintenance, and monitoring alternatives for damaged concrete assets.
• Apply serviceability, structural-appraisal, risk, and life-cycle concepts to infrastructure decision-making.
• Develop a performance-based diagnosis, prognosis, and management plan for an aging concrete structure.
Special Features
The course combines technical instruction with real-world case studies, guided interpretation of inspection and testing data, service-life prediction exercises, and a group infrastructure-management workshop. Participants will compare assessment methods, identify deterioration mechanisms from field evidence, evaluate uncertainty, and develop a defensible diagnosis and prognosis for a representative concrete asset. Practical demonstrations and examples of non-destructive, microscopic, and mechanical assessment techniques will connect the scientific principles to engineering practice. The capstone exercise requires participants to recommend repair, maintenance, monitoring, and performance-based management actions based on condition, risk, service-life, and life-cycle considerations.
Material(s) Required
• Scientific calculator
• Laptop computer with spreadsheet software, preferably Microsoft Excel
• Course notes, worksheets, case-study data, and reference materials will be provided by the instructor
Dr. Leandro Sanchez
Dr. Leandro F. M. Sanchez, PhD, MSc, BSc, is a Full Professor of Civil Engineering at the University of Ottawa. His research and professional expertise focus on advanced and sustainable concrete materials, the durability and long-term performance of concrete structures, and the diagnosis and prognosis of aging infrastructure, with particular expertise in Internal Swelling Reactions (ISR). Before entering academia, he gained industry experience as a consulting engineer working in concrete technology, durability assessment, and the rehabilitation of concrete structures. Dr. Sanchez has co-authored more than 220 peer-reviewed publications on concrete sustainability and durability and has contributed significantly to the development of standard test protocols and descriptive, empirical, and numerical models for the design and assessment of concrete infrastructure.
Dr. Sanchez is actively involved in several national and international technical organizations. He currently serves as Chair of RILEM Technical Committee TC 300 on Alkali-Aggregate Reaction Mitigation and Chair of ACI Committee 221 on Aggregates. He also chaired the 17th International Conference on Alkali-Aggregate Reaction in Concrete, held in Ottawa in 2024. His achievements have been recognized through several prestigious awards, including the Vanier Canada Graduate Scholarship (2010), NSERC Early Career Research Award (2016), NFRF Exploration Grant (2019), Ontario Early Researcher Award (2021), and the University of Ottawa Faculty of Engineering Early Career Researcher Award (2023). A regular reviewer for leading scientific journals, Dr. Sanchez publishes extensively in the fields of concrete materials, sustainability, durability, and infrastructure condition assessment. He is also the author of Internal Swelling Reactions in Concrete: Mechanisms and Condition Assessment, published by CRC Press in 2024.
Program Outline:
Day 1 – Deterioration Mechanisms and Infrastructure Performance
• Aging concrete infrastructure: performance, serviceability, safety, and durability
• Reinforcement corrosion: chloride ingress and carbonation
• Freeze-thaw deterioration and de-icing salt scaling
• Alkali-aggregate reactions, including alkali-silica reaction
• Internal and external sulfate attack, including delayed ettringite formation
• Leaching, chemical attack, abrasion, erosion, and fatigue
• Interactions among deterioration mechanisms and environmental exposure
• Damage symptoms, consequences, and preliminary differential diagnosis
Diagnosis and Condition Assessment
• Condition-assessment objectives, scope, records review, and investigation planning
• Visual inspection, damage mapping, crack characterization, and condition rating
• Sampling strategies and development of a testing program
• Non-destructive and semi-destructive testing methods
• Ultrasonic pulse velocity, impact echo, ground-penetrating radar, and rebound methods
• Half-cell potential, electrical resistivity, corrosion-rate, and cover-depth measurements
• Petrographic, microscopic, chemical, and mechanical assessment techniques
• Data integration, uncertainty, representativeness, and limitations of assessment methods
Day 2 – Prognosis, Service-Life Prediction, and Structural Appraisal
• From diagnosis to prognosis: defining performance indicators and limit states
• Deterioration kinetics and damage-progression concepts
• Experimental, analytical, empirical, and statistical prognosis approaches
• Corrosion initiation and propagation models
• Forecasting expansion and damage caused by internal swelling reactions
• Serviceability assessment and structural-appraisal frameworks
• Reliability, probability, uncertainty, and sensitivity in service-life prediction
• Monitoring strategies, trigger levels, and updating prognostic models
Repair, Rehabilitation, and Performance-Based Asset Management
• Repair objectives and compatibility of repair materials and existing concrete
• Surface protection, crack treatment, patch repair, overlays, and electrochemical methods
• Strengthening, rehabilitation, replacement, and do-nothing alternatives
• Preventive maintenance, inspection intervals, and long-term monitoring
• Performance-based durability design for new and repaired infrastructure
• Risk-based prioritization and multi-criteria decision-making
• Life-cycle cost, intervention timing, and asset-management planning
• Case studies from bridges, buildings, parking structures, and water infrastructure
• Group exercise: diagnosis, prognosis, and management plan for an aging concrete asset
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