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Your concrete parking structure is showing signs of deterioration, you know you need to address the damage, but where do you start? Effective durability planning requires moving beyond surface-level observations to quantitative evaluation of corrosion risk. Modern assessment integrates visual inspection with a suite of destructive and non-destructive testing methods to characterize the severity, extent, and mechanisms of reinforcement corrosion. While no individual technique can capture the full picture, combining complementary methods provides a robust framework for understanding concrete health. This session examines the range of available tools, from traditional field observations to advanced data-driven testing and demonstrates how their integration supports informed decision-making and long-term service life management of parking facilities. Timestamps: 0:00 Introduction 3:24 Presentation Start 4:09 Corrosion Energetics 11:50 Evaluation Techniques 12:13 Visual Inspection 13:14 Hammer Sounding and Chain Drag 14:28 Ground Penetrating Radar (GPR) 19:22 Concrete Resistivity 20:35 Impact Echo Pulse Velocity (IE/PV) 25:53 Corrosion Potential Survey/ Half-Cell Potential (HCP) 30:54 Chloride Concentration 34:54 Carbonation Depth 36:50 Section Loss 37:34 Concrete Deterioration 39:34 Petrographic Examination 40:36 Ultrasonic Thickness 42:38 Question Period Starts 42:56 How do corrosion inhibitors in the concrete mix impact the corrosion cell? 44:24 Which concrete additives help create a strong passivation layer? 45:34 How is concrete's resistivity related to the resistance to corrosion? 47:00 Is ground penetrating radar able to test for corrosion activity on rebar? 48:12 If you have a high alkaline concrete will you still get the formation of a passivation layer even if the steel begins to rust before concrete placement? 49:27 How can you use IE/PV to collect data about a concrete structure with many unknowns? 50:48 How much calibration needs to be done prior to ensure accurate data from the Impact Echo Pulse Velocity tests? 51:52 When doing visual inspection, what signals indicate to you where a concrete structure is at in its lifecycle? 54:02 Do these non-destructive testing methods help to determine the diameter change in rebar? 54:52 What methods are there for doing testing on un-bonded PT strands? 56:31 what do you do with chlorides that have already penetrated your concrete? 58:46 How would you conduct a corrosion potential survey over a large area? 59:59 How do you fine-tune your HCP maps when there may be several sources of inputs? 1:01:42 How many openings do you need to read a large rebar mat when doing corrosion potential survey tests? 1:03:15 How much time would a corrosion potential survey take on a large parking garage? 1:06:36 Outro