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2K and 3K Coating Systems | Article 14 of 24: Pot Life and Production Interruptions
Last Updated: 10/04/2026
AirSprayTech Academy 2K and 3K Coating Systems Certificate Program

AirSprayTech Academy Certificate Program

2K and 3K Coating Systems for OEM Product Finishers

Article 14 of 24

Pot Life, Working Time, Gel Risk, and Production Interruptions

Controlling the age and condition of activated coating from the mixing point through the applicator

Activated Coating Continues to React

Once the reactive components of a 2K or 3K coating are combined, the chemical reaction begins. The reaction does not stop when the spray gun is closed, the conveyor pauses, the operator takes a break, or the production line experiences a fault.

During every interruption, activated material remains inside the mixer, mixed-material hose, regulator, applicator, and other common fluid passages. Its usable time continues to decrease. Managing that material is one of the most important responsibilities in operating a plural-component finishing system.

Learning Objectives

After completing this article, the learner should be able to:

  • Explain the difference between pot life, working time, and cure time.
  • Identify the factors that affect the usable life of mixed coating.
  • Calculate the approximate residence time of material in the mixed-fluid path.
  • Recognize the early signs of advancing or gelled material.
  • Select an appropriate response to short, uncertain, and extended interruptions.
  • Explain the purpose and limitations of a proportioner's pot-life timer.
  • Develop documented restart, purge, and shutdown procedures.

Pot Life, Working Time, and Cure Time

These terms are related, but they do not necessarily describe the same point in the coating's reaction.

Pot life is the period during which mixed components remain usable under the conditions defined by the coating manufacturer. The reported value may be based on a specific material quantity, temperature, test method, and container geometry.

Working time is the practical period during which the coating can still be pumped, atomized, deposited, and finished within the approved process requirements. Working time may end before obvious gelation occurs.

Cure time describes the reaction after application as the film develops handling strength, recoat capability, or specified final properties. Cure time on the part should not be confused with usable life inside the equipment.

A material may still flow through a hose after it has moved outside its acceptable application window. The absence of a solid gel does not prove that the coating remains suitable for production.

Pot Life Is Not a Universal Number

The pot life printed on a product data sheet applies to the conditions stated by the coating manufacturer. It should not be transferred automatically to every production installation.

A one-quart laboratory sample in an open container may not behave exactly like coating contained in a static mixer, small-bore hose, regulator, automatic gun, or heated production system. The practical working limit must be established for the actual material and production conditions.

Factors That Affect Usable Mixed-Material Life

Material Temperature

Chemical reactions generally accelerate as material temperature rises. Heated coating, warm hoses, elevated booth temperatures, and heat generated during circulation can shorten the usable period. Cooler conditions may slow the reaction but can also increase viscosity and affect metering, mixing, atomization, and cure.

Coating Chemistry

Epoxies, polyurethanes, polyureas, catalyzed enamels, reactive primers, and other plural-component materials do not react at the same rate. Different hardeners, catalysts, accelerators, and reducers can substantially change the working time.

Mixed Quantity and Geometry

A larger mass of reactive material may retain reaction heat and behave differently from a thin film or a small quantity inside a hose. Container shape, surface area, and heat dissipation influence the temperature developed by the reaction.

Ratio and Mixing Quality

Off-ratio material may react too quickly, too slowly, incompletely, or unpredictably. Poor mixing can leave streaks or localized regions with different reaction rates. Neither condition creates acceptable extra working time.

Contamination

Moisture, incompatible solvent, residue from a previous coating, cleaning chemicals, or cross-contamination between hardeners may alter the reaction. A system should never rely on added reducer or solvent to restore material that has exceeded its approved working life.

Mixed-Material Volume

Mixed-material volume is the total internal volume downstream of the point where the reactive components first meet. Depending on the equipment, it may include:

  • Injection valves and mix manifold passages
  • Static or dynamic mixers
  • Mixed-material regulators and filters
  • Whip hoses and main fluid hoses
  • Splitters feeding more than one applicator
  • Automatic or manual gun fluid passages
  • Dump, sampling, and return passages containing activated material

This volume should be calculated during system design and verified during commissioning. Unaccounted fittings, regulators, filters, and hose extensions can materially increase the amount of activated coating retained by the system.

Calculating Approximate Residence Time

Residence time is the approximate period required to displace the mixed material contained between the mix point and the applicator.

Residence Time = Mixed-Path Volume ÷ Mixed-Material Flow Rate

If the mixed-fluid path contains 24 fluid ounces and normal production flow is 8 fluid ounces per minute, one theoretical volume is displaced in approximately three minutes.

This calculation is an estimate. Material may not move through every passage as a perfect plug. Mixing, laminar flow, dead areas, hose geometry, split flow, and changing production demand may leave some older material in the system longer than the calculated average.

Pot-Life Timers and Material Renewal

Electronic proportioners commonly include a programmable pot-life timer. The timer tracks how long activated material may remain in the mixed-fluid path without sufficient displacement.

The controller may reset or restart the timer only after a defined quantity of fresh mixed material has moved through the system. A small trigger pull should not automatically be treated as complete renewal if it does not displace the required mixed volume.

Depending on the equipment configuration, an expired timer may:

  • Issue a visual or audible warning
  • Prevent continued spraying
  • Require discharge of a programmed fresh-material volume
  • Require a complete solvent or water purge
  • Initiate an automatic dump or flush when properly configured
  • Record the alarm or event for production review

The Timer Is a Control—Not a Material Analyzer

A proportioner does not normally measure the actual chemical condition of the mixed coating. It calculates time and may monitor material movement according to its programming.

If the programmed pot life is wrong, the material temperature changes, a different hardener is selected, or the mixed-fluid volume is entered incorrectly, the timer may provide false confidence. Pot-life settings must be controlled as part of the approved coating recipe.

Production Interruptions

Interruptions may be planned or unexpected. Examples include breaks, shift changes, conveyor gaps, part shortages, robot faults, booth alarms, quality holds, maintenance work, material replenishment, and downstream production problems.

The proper response depends on the coating's approved working time, elapsed time since mixing, mixed-path volume, material temperature, expected interruption length, system automation, and ability to purge safely.

Interruption Response Guide

Interruption Condition Required Planning
Brief and predictable Confirm that the full interruption and restart sequence remain safely inside the validated working window.
Longer but controlled Use the approved renewal, dump, or flush procedure before the material approaches its limit.
Duration unknown Do not assume production will resume quickly. Protect the equipment by initiating the approved shutdown or purge procedure.
Pot-life alarm active Stop production and follow the equipment's programmed fresh-material displacement or complete purge procedure.
Pot life exceeded Do not spray the suspect material onto production parts. Follow the approved purge, inspection, and recovery procedure.
Material condition uncertain Place the process and affected product on hold until material age, equipment condition, and required corrective action are verified.

Planned Breaks and Shift Changes

Routine breaks should be addressed by written standard work rather than individual judgment. The procedure should identify how long the system may remain idle, when fresh material must be displaced, when a complete purge is required, and who is responsible for performing and documenting the action.

At shift change, the incoming operator should receive the current recipe, mixed-material age, alarm status, interruption history, and any abnormal conditions. Restarting solely because the equipment appears ready can place aged coating on production parts.

If the system will remain idle beyond the approved limit, it should be flushed before the interruption rather than after material has begun to gel.

Unexpected Line Stops

When production stops unexpectedly, the operator or control system should immediately establish the time. Waiting to determine whether the problem will be corrected can consume the safe response window.

A practical response procedure should:

  1. Record or automatically capture the stop time.
  2. Place the applicator and production equipment in a safe state.
  3. Identify the active material recipe and its validated working limit.
  4. Determine the age and location of material in the mixed path.
  5. Estimate whether production can restart within the approved window.
  6. Begin the approved purge before the remaining response time expires.
  7. Document the interruption and disposition of any potentially affected parts.

Fresh-Material Displacement

Some systems allow aged mixed material to be displaced with a verified volume of newly proportioned coating. This may be suitable when the material remains within the approved condition and the equipment manufacturer provides a controlled renewal function.

The required quantity must be based on the entire mixed-fluid volume, not merely the amount visible at the spray gun. Displaced material should be directed to an approved collection point and should not be applied to production parts unless the written procedure specifically permits it.

Fresh material does not reverse curing in old material. If gel, deposits, pressure restriction, or uncertain material condition is present, displacement alone may be inadequate. A complete purge and inspection may be required.

Gun Flush Boxes and Automatic Purging

A gun flush box can hold and trigger a compatible manual spray gun during a controlled filling or flushing sequence. When correctly integrated, it can help contain the discharge, verify that the gun is in the required position, reduce reliance on manual triggering, and support an automatic response to a pot-life alarm.

Automatic purging can protect equipment when a production interruption approaches the programmed limit. It requires properly operating valves, adequate flushing material, an approved discharge route, gun-position confirmation, ventilation, and functioning safety interlocks.

Automatic protection should be tested under controlled conditions. A programmed function provides no protection if the flushing supply is empty, a valve fails, the gun is outside the flush box, or an alarm has been bypassed.

Early Signs of Advancing Material

Potential signs include:

  • Increasing fluid pressure or pressure differential
  • Reduced flow at unchanged equipment settings
  • Changed atomization or spray-pattern shape
  • Stringing, seeding, particles, or visible gel
  • Material buildup at the tip, nozzle, or applicator valve
  • Abnormal mixer or hose temperature
  • Unexpected filter restriction
  • A finish that no longer levels or develops normally

These symptoms can have other causes, but they should never be ignored after an interruption or pot-life alarm. Do not increase pressure to force suspected gel through the system.

Never Attempt to Recover Expired Material

Adding solvent, reducer, resin, hardener, or fresh mixed coating does not restore expired material to its original chemical condition. Such action may temporarily reduce viscosity while leaving the coating unable to cure or perform as specified.

Suspect material must be handled according to the coating manufacturer's written instructions and the facility's waste and quality procedures. Production parts exposed to questionable material should be identified and evaluated before release.

Common Failures and Corrective Direction

Condition Corrective Direction
Frequent pot-life alarms Review production gaps, mixed volume, flow rate, recipe settings, and whether the mix point can be moved closer to the applicator.
Material gels before the timer expires Verify recipe, hardener, temperature, mixed-path volume, timer value, contamination, and coating-manufacturer data.
Timer resets after a small discharge Check the programmed renewal volume and confirm that the full mixed path is actually being displaced.
Restrictions recur after interruptions Inspect the mixer, hose, regulators, filters, applicator passages, and dead areas for partially cured deposits.
Operators routinely override alarms Stop the practice, review training and permissions, determine the reason for repeated alarms, and correct the process.

Establishing the Production Standard

A controlled pot-life procedure should identify:

  • The approved coating recipe and component combination
  • The temperature range on which the working limit is based
  • The verified volume of the mixed-fluid path
  • The programmed pot-life value and warning point
  • The material volume required to renew the mixed path
  • Response requirements for each type of interruption
  • The approved flushing material and complete purge sequence
  • Restart inspection and verification requirements
  • Product-hold and disposition requirements
  • Personnel authorized to change recipes or pot-life settings

Key Takeaways

  • The chemical reaction continues whenever activated coating remains in the system.
  • Working time may end before the material visibly gels.
  • Temperature, chemistry, ratio, contamination, and mixed-material geometry affect usable life.
  • Residence time depends on mixed-path volume and actual material flow.
  • A pot-life timer calculates elapsed time; it does not analyze the chemical condition of the coating.
  • Unknown interruption length should trigger early protective action.
  • Fresh material must displace the verified mixed volume before the path can be considered renewed.
  • Expired or questionable material must not be restored by adding solvent or fresh coating.

Knowledge Check

  1. Why may practical working time be shorter than the published pot life?
  2. What equipment is included when determining mixed-material volume?
  3. How is approximate residence time calculated?
  4. Why should a pot-life timer not be treated as a material analyzer?
  5. What should be done when the duration of a production interruption is unknown?
  6. Why should expired material not be thinned and returned to production?

Answer Guide

  1. Production temperature, geometry, flow, atomization, finish requirements, and actual equipment conditions may differ from the published test conditions.
  2. Every wetted passage downstream of the first component contact point, including mixers, hoses, regulators, filters, splitters, and applicators.
  3. Divide the mixed-path volume by the mixed-material flow rate.
  4. It tracks programmed time and material movement but does not directly measure the coating's chemical condition.
  5. Begin the approved shutdown, material-renewal, or purge response while adequate time remains.
  6. Reducing viscosity does not reverse the chemical reaction or restore the coating's specified performance.

Technical References and Further Study

Use the current technical data sheet for the coating and the current operation manual for the exact proportioning system. Programmed values must be approved for the installed material and process.

Professional responsibility: Follow the current coating manufacturer's technical data sheets, safety data sheets, pot-life limitations, temperature requirements, and disposal instructions. Follow the equipment manufacturer's operating, flushing, pressure-relief, and maintenance procedures. When requirements conflict or remain unclear, obtain written technical direction before placing the system into production.

Copyright © 2026 Azimuth Spray Systems, LLC. All Rights Reserved.

No part of this material may be reproduced, distributed, transmitted, stored, or used in any form without prior written permission from Azimuth Spray Systems, LLC, except for brief quotations used with proper attribution.

AirSprayTech.com — The Finishing Authority®



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 > Corrosion Protection for Industrial Coating Contractors - Article 02: Common Forms of Corrosion
 > Corrosion Protection for Industrial Coating Contractors - Article 03: Evaluating the Structure and Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 04: Protective Coatings as the Primary Barrier
 > Corrosion Protection for Industrial Coating Contractors - Article 05: Selecting the Correct Coating System
 > Corrosion Protection for Industrial Coating Contractors - Article 06: Surface Cleanliness and Contaminant Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 07: Abrasive Blasting and Surface-Preparation Standards
 > Corrosion Protection for Industrial Coating Contractors - Article 08: Surface Profile and Anchor Pattern
 > Corrosion Protection for Industrial Coating Contractors - Article 09: Environmental Conditions and Dew Point Control
 > Corrosion Protection for Industrial Coating Contractors - Article 10: Selecting Coating Systems for the Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 11: Primers and Their Role in Corrosion Protection
 > Corrosion Protection for Industrial Coating Contractors - Article 12: Intermediate Coats, Finish Coats, and Stripe Coating
 > Corrosion Protection for Industrial Coating Contractors - Article 13: Coating Application Methods and Spray Technique
 > Corrosion Protection for Industrial Coating Contractors - Article 14: Coating Mixing, Thinning, Induction Time, and Pot Life
 > Corrosion Protection for Industrial Coating Contractors - Article 15: Wet Film and Dry Film Thickness Control
 > Corrosion Protection for Industrial Coating Contractors - Article 16: Holidays, Pinholes, and Discontinuity Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 17: Coating Adhesion Testing and Failure Interpretation
 > Corrosion Protection for Industrial Coating Contractors - Article 18: Coating Defects and Failure Diagnosis
 > Corrosion Protection for Industrial Coating Contractors - Article 19: How Coatings and Cathodic Protection Work Together
 > Corrosion Protection for Industrial Coating Contractors - Article 20: Final Inspection, Repair Verification, and Project Documentation
 > Corrosion Protection for Industrial Coating Contractors - Final Assessment
 > Corrosion Protection for Industrial Coating Contractors - Final Certificate of Completion Request
 > Protective Linings for Industrial Coating Contractors | 00 - Course Overview
 > Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
 > Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
 > Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
 > Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
 > Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
 > Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
 > Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
 > Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
 > Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Commercial and Industrial Roof Coatings | Certificate Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth
 > Professional Line Striping for Contractors | Course Assessment
 > Professional Line Striping for Contractors | Certificate Request
 > Academy Educational Standards and Editorial Policy
 > Secondary Containment Coating Systems | 00 Course Overview
 > Secondary Containment Coating Systems | Article 01 of 24 | Purpose and Responsibility
 > Secondary Containment Coating Systems | Article 02 of 24 | Defining the Service Environment
 > Secondary Containment Coating Systems | Article 03 of 24 | Chemical Exposure Variables
 > Secondary Containment Coating Systems | Article 04 of 24 | Concrete and Steel Structures
 > Secondary Containment Coating Systems | Article 06 of 24 | Concrete Moisture and Failure
 > Secondary Containment Coating Systems | Article 07 of 24 | Embedded Concrete Contamination
 > Secondary Containment Coating Systems | Article 08 of 24 | Mechanical Concrete Preparation
 > Secondary Containment Coating Systems | Article 09 of 24 | Steel Surface Preparation
 > Secondary Containment Coating Systems | Article 10 of 24 | Primers and Bonding Layers
 > Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
 > Secondary Containment Coating Systems | Article 14 of 24 | Fiberglass-Reinforced Linings
 > Secondary Containment Coating Systems | Article 15 of 24 | Coves, Joints, Drains, and Penetrations
 > Secondary Containment Coating Systems | Article 16 of 24 | Mixing, Staging, and Pot Life
 > Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
 > Secondary Containment Coating Systems | Article 18 of 24 | Film Thickness and Continuity
 > Secondary Containment Coating Systems | Article 19 of 24 | Environmental Conditions and Cure
 > Secondary Containment Coating Systems | Article 20 of 24 | Inspection, Testing, and Final Acceptance
 > Secondary Containment Coating Systems | Article 21 of 24 | Defects, Failure Analysis, and Repairs
 > Secondary Containment Coating Systems | Article 22 of 24 | Spill Response and Return to Service
 > Secondary Containment Coating Systems | Article 23 of 24 | Inspection, Maintenance, and Service Life
 > Secondary Containment Coating Systems | Article 24 of 24 | Estimating and Contractor Responsibility
 > Secondary Containment Coating Systems | Course Assessment
 > Secondary Containment Coating Systems | Certificate of Completion Request
 > Portable Plural-Component Coating Systems | 00 Course Overview
 > Portable Plural-Component Systems | Article 01 of 24 | Understanding the System
 > Portable Plural-Component Systems | Article 02 of 24 | Ratios and Stoichiometry
 > Portable Plural-Component Systems | Article 03 of 24 | Pot Life and Cure
 > Portable Plural-Component Systems | Article 04 of 24 | Materials and Applications
 > Portable Plural-Component Systems | Article 05 of 24 | Reading the Documents
 > Portable Plural-Component Systems | Article 06 of 24 | How Proportioners Work
 > Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
 > Portable Plural-Component Systems | Article 08 of 24 | Pails, Drums, Totes, and Feed Pumps
 > Portable Plural-Component Systems | Article 09 of 24 | Pumps and Ratio Control
 > Portable Plural-Component Systems | Article 10 of 24 | Material Conditioning
 > Portable Plural-Component Systems | Article 11 of 24 | Heating and Temperature Control
 > Portable Plural-Component Systems | Article 12 of 24 | Filters, Valves, Gauges, and Sensors
 > Portable Plural-Component Systems | Article 13 of 24 | Manifolds and Mixers
 > Portable Plural-Component Systems | Article 14 of 24 | Spray Guns, Tips, and Chambers
 > Portable Plural-Component Systems | Article 15 of 24 | Building a Mobile Rig
 > Portable Plural-Component Systems | Article 16 of 24 | Hoses and Connections
 > Portable Plural-Component Systems | Article 17 of 24 | Calibration and Ratio Testing
 > Portable Plural-Component Systems | Article 18 of 24 | Jobsite Setup and Startup
 > Portable Plural-Component Systems | Article 19 of 24 | Pressure and Spray Technique
 > Portable Plural-Component Systems | Article 20 of 24 | Film Thickness and Cure
 > Portable Plural-Component Systems | Article 21 of 24 | Correcting Off-Ratio Material
 > Portable Plural-Component Systems | Article 22 of 24 | Shutdown and Flushing
 > Portable Plural-Component Systems | Article 23 of 24 | Troubleshooting and Maintenance
 > Portable Plural-Component Systems | Article 24 of 24 | Final Acceptance
 > Portable Plural-Component Coating Systems | Course Assessment
 > Portable Plural-Component Systems | Certificate of Completion Request
 > 2K and 3K Coating Systems | 00 Course Overview
 > 2K and 3K Coating Systems | Article 01 of 24: Understanding Production Systems
 > 2K and 3K Coating Systems | Article 02 of 24: Reactive Coating Chemistries
 > 2K and 3K Coating Systems | Article 03 of 24: Components A, B, and C
 > 2K and 3K Coating Systems | Article 04 of 24: Mixing Ratios and Tolerances
 > 2K and 3K Coating Systems | Article 05 of 24: Viscosity and Temperature
 > 2K and 3K Coating Systems | Article 06 of 24: Material Supply Systems
 > 2K and 3K Coating Systems | Article 07 of 24: Metering and Dosing
 > 2K and 3K Coating Systems | Article 08 of 24: Static and Dynamic Mixing
 > 2K and 3K Coating Systems | Article 09 of 24: Pot Life and Mixed Volume
 > 2K and 3K Coating Systems | Article 10 of 24: Flushing and Color Change
 > 2K and 3K Coating Systems | Article 11 of 24: Pressure and Flow Control
 > 2K and 3K Coating Systems | Article 12 of 24: Applicators and Atomization
 > 2K and 3K Coating Systems | Article 13 of 24: Color Change and Multiple-Hardener System Design
 > 2K and 3K Coating Systems | Article 15 of 24: Calibration and Ratio Verification
 > 2K and 3K Coating Systems | Article 16 of 24: Flow, Pressure, Alarms, and Interlocks
 > 2K and 3K Coating Systems | Article 17 of 24: Startup, Production, and Shutdown
 > 2K and 3K Coating Systems | Article 18 of 24: Solvent and Waste Reduction
 > 2K and 3K Coating Systems | Article 19 of 24: Containing Off-Ratio Material
 > 2K and 3K Coating Systems | Article 20 of 24: Troubleshooting Ratio, Flow, Pressure, and Mixing Problems
 > 2K and 3K Coating Systems | Article 21 of 24: Production Operating Procedures
 > 2K and 3K Coating Systems | Article 22 of 24: Worker and Facility Safety
 > 2K and 3K Coating Systems | Article 23 of 24: Quality Control and Traceability
 > 2K and 3K Coating Systems | Article 24 of 24: System Acceptance and Lifecycle Management
 > 2K and 3K Coating Systems for OEM Product Finishers | Course Assessment
 > 2K and 3K Coating Systems | Certificate of Completion Request
 > Water and Wastewater Protective Coating Systems | 00 Course Overview
 > Water & Wastewater Coatings | Article 01 of 24: What Protective Systems Must Do
 > Water & Wastewater Coatings | Article 02 of 24: Mapping the Treatment Process
 > Water & Wastewater Coatings | Article 03 of 24: Defining Exposure Zones
 > Water & Wastewater Coatings | Article 04 of 24: Reading Project Requirements
 > Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
 > Water & Wastewater Coatings | Article 06 of 24: Hydrogen Sulfide Corrosion
 > Water & Wastewater Coatings | Article 07 of 24: Evaluating Existing Concrete
 > Water & Wastewater Coatings | Article 08 of 24: Evaluating Existing Steel
 > Water and Wastewater Protective Coating Systems | Article 09 of 24: Cleaning and Decontamination
 > Water and Wastewater Protective Coating Systems | Article 10 of 24: Concrete Repair and Surface Rebuilding
 > Water and Wastewater Protective Coating Systems | Article 11 of 24: Concrete Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 12 of 24: Steel Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 13 of 24: Moisture and Environmental Control
 > Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
 > Water and Wastewater Protective Coating Systems | Article 15 of 24: Selecting Lining Chemistries
 > Water and Wastewater Protective Coating Systems | Article 16 of 24: Potable-Water Infrastructure
 > Water and Wastewater Protective Coating Systems | Article 17 of 24: High-Build Wastewater Linings
 > Water and Wastewater Protective Coating Systems | Article 18 of 24: Resurfacers, Mortars, and Membranes
 > Water and Wastewater Protective Coating Systems | Article 19 of 24: Cracks, Joints, and Transitions
 > Water and Wastewater Protective Coating Systems | Article 20 of 24: Material Storage, Mixing, Plural-Component Equipment, and Application Planning
 > Water and Wastewater Protective Coating Systems | Article 21 of 24: Inspection, Testing, and Quality-Control Documentation
 > Water and Wastewater Protective Coating Systems | Article 22 of 24: Defects, Failure Analysis, and Coating Repairs
 > Water and Wastewater Protective Coating Systems | Article 24 of 24: Estimating, Closeout, Warranties, and Lifecycle Maintenance
 > Water and Wastewater Protective Coating Systems Course Assessment
 > Water and Wastewater Protective Coating Systems | Certificate of Completion Request