Knowledge Base:  
Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
Last Updated: 10/04/2026
AirSprayTech Academy Water and Wastewater Protective Coating Systems Certificate Program

Water and Wastewater Protective Coating Systems

Article 05 of 24

Potable-Water Coatings, NSF/ANSI/CAN 61, and Product Certification

A coating used in drinking-water contact must satisfy the project’s performance requirements and any applicable health-effects certification requirements. One does not replace the other.

Potable-Water Service Requires a Higher Level of Verification

A coating applied inside a drinking-water tank becomes part of the water-contact system. The owner and public depend on the installed lining to protect the structure without introducing unacceptable levels of contaminants into the water.

The contractor must therefore verify more than adhesion, corrosion resistance, and expected service life. The selected product may also need current third-party certification for drinking-water contact under the conditions in which it will be used.

Product selection should never be based solely on a label, brochure statement, old approval letter, or verbal assurance that a material is “safe for potable water.”

What NSF/ANSI/CAN 61 Addresses

NSF/ANSI/CAN 61 is a consensus standard addressing the health effects of materials, components, products, and systems that contact drinking water. It evaluates substances that may be extracted or leached from a product into the water under defined test conditions.

Protective coatings and linings are among the products that may be evaluated and certified under the standard. Certification provides evidence that the listed product met the applicable health-effects requirements when tested and used within the limitations of its listing.

The certification belongs to the specifically listed product, manufacturer, formulation, and use conditions. It should not be extended to a different product merely because the chemistry, product name, or manufacturer appears similar.

What NSF/ANSI/CAN 61 Does Not Establish

NSF/ANSI/CAN 61 certification should not be interpreted as proof that a coating is suitable for every drinking-water structure or that it will provide adequate physical performance.

The standard does not, by itself, establish:

  • Adhesion to the project substrate
  • Corrosion resistance or expected service life
  • Surface-preparation requirements
  • Resistance to abrasion, impact, cracking, or movement
  • Suitability for the specific water chemistry or temperature
  • Compatibility with an existing coating
  • Suitability for exterior weathering
  • A complete quality-control or inspection program
  • Compliance with every project, owner, state, provincial, or local requirement

Health-effects certification and coating-performance qualification are separate requirements. A successful project must satisfy both.

Certified Product Does Not Mean Unlimited Use

A certified listing may contain important use limitations. The contractor, manufacturer, engineer, and owner should verify that the proposed application falls within those conditions.

Listing conditions may address:

  • Minimum tank or vessel size
  • Minimum pipe diameter
  • Maximum surface-area-to-water-volume ratio
  • Water-contact temperature
  • Number of coats
  • Maximum or specified film thickness
  • Required cure time
  • Required cure temperature
  • Product color or formulation
  • Primer or complete system requirements
  • Special flushing, conditioning, or preparation instructions

A product may be certified for a large tank but not for a small vessel because the ratio of coated surface area to water volume is different. A product certified for cold-water contact may not be listed for elevated-temperature service.

Verify the Current Official Listing

Certifications can be added, revised, suspended, or withdrawn. A printed document retained from an earlier project may no longer reflect the current listing.

Before submitting or purchasing the product:

  1. Search the certification organization’s current official product database.
  2. Confirm the manufacturer’s exact legal name.
  3. Confirm the exact product name and formulation.
  4. Read every use limitation and note associated with the listing.
  5. Compare the listing with the project’s tank size, pipe diameter, temperature, thickness, number of coats, and cure conditions.
  6. Save a dated copy or record of the verified listing for the submittal and project file.
  7. Request written clarification if the proposed use does not clearly fall within the listing.

Do Not Substitute Other Claims for Certification

Marketing language can be misunderstood. Statements such as “food grade,” “non-toxic when cured,” “complies with FDA requirements,” “meets drinking-water requirements,” or “previously approved for potable water” do not necessarily establish current NSF/ANSI/CAN 61 certification.

Likewise, a safety data sheet does not establish potable-water approval. An SDS communicates workplace hazard information; it is not a drinking-water certification.

Use the specific certification and documentation required by the project. When terminology is unclear, request written confirmation from the engineer, owner, manufacturer, and certification organization as appropriate.

Certification Applies to the Installed System

The certification review begins with the product listing, but compliance must be preserved during installation.

The contractor must control:

  • Product identity and batch traceability
  • Storage temperature and shelf life
  • Correct component ratio
  • Mixing and induction requirements
  • Use of only permitted thinners or additives
  • Required primer and complete coating system
  • Wet- and dry-film thickness
  • Recoat intervals
  • Environmental conditions during application and cure
  • Minimum cure time before disinfection or filling
  • Approved repair materials and procedures

Using an unapproved thinner, exceeding a listed thickness, shortening the cure, or combining components from unrelated systems may move the installation outside the conditions that were evaluated.

Potable-Water Coating Performance Still Matters

After confirming certification, determine whether the complete coating system is technically suitable for the structure and exposure.

Evaluate:

  • Concrete, steel, ductile iron, or other substrate
  • New construction versus rehabilitation
  • Existing coating condition and compatibility
  • Water chemistry, disinfectants, and treatment chemicals
  • Immersion temperature
  • Expected movement, cracking, and vibration
  • Abrasion and cleaning methods
  • Surface-preparation requirements
  • Application access and equipment
  • Available environmental control
  • Shutdown and cure schedule
  • Inspection, testing, repair, and future maintenance

AWWA D102 and Steel Water-Storage Tanks

AWWA D102 provides requirements for coating steel water-storage tanks, including materials, coating systems, surface preparation, application, inspection, and testing. The project specification may invoke a particular edition and modify or supplement its requirements.

The contractor should identify:

  • The specified interior and exterior coating systems
  • Surface-preparation standards
  • Stripe-coat requirements
  • Required colors and number of coats
  • Wet- and dry-film thickness requirements
  • Environmental limitations
  • Inspection and testing requirements
  • Interior cure, cleaning, and disinfection requirements
  • Documentation and final acceptance requirements

NSF/ANSI/CAN 61 certification and AWWA D102 address different aspects of the project. One should not be used as a substitute for the other.

Cure Before Disinfection and Filling

A coating can appear dry while remaining insufficiently cured for immersion. Filling the structure too early can affect coating performance, water quality, taste, odor, adhesion, and future service life.

Cure depends on more than elapsed time. Temperature, ventilation, humidity, film thickness, mixing accuracy, solvent release, air movement, and substrate conditions can affect the cure rate.

Follow the specification and current manufacturer instructions for ventilation, cure time, cure verification, disinfection, flushing, water-quality testing, and return to service. Do not shorten the cure simply because the owner needs the tank back in service.

Repairs Require Approved Materials

A holiday, pinhole, damaged area, or thin spot should not be repaired with an unlisted or unrelated material simply because it is convenient.

Use the repair material and procedure approved for the coating system and potable-water service. Document the repair location, preparation, material, batch number, application, cure, retesting, and acceptance.

Potable-Water Submittal Checklist

  1. Identify the structure, substrate, coating-system number, and intended water-contact service.
  2. Provide current technical and safety data sheets.
  3. Provide the current NSF/ANSI/CAN 61 listing when required.
  4. Highlight all listing restrictions applicable to the project.
  5. Show the primer, repair material, resurfacer, intermediate coat, lining, and repair materials.
  6. Identify the required thickness of each coat and the total system.
  7. Provide surface-preparation and environmental requirements.
  8. Provide mixing, application, recoat, and cure instructions.
  9. Provide inspection, holiday-testing, and repair procedures.
  10. Provide cleaning, disinfection, flushing, and return-to-service instructions.
  11. Identify manufacturer technical-service and warranty requirements.
  12. Clearly identify every proposed deviation from the specification.

Article 05 Knowledge Check

  1. What does NSF/ANSI/CAN 61 evaluate?
  2. Why does certification not prove that a coating will perform successfully on a particular structure?
  3. What types of use limitations may appear in a certified-product listing?
  4. Why should the current official listing be checked instead of relying on an old certificate?
  5. Why is an SDS not evidence of potable-water certification?
  6. How can installation practices move a coating outside its evaluated conditions?
  7. Why must the lining reach the required cure before disinfection and filling?

Technical References and Further Study

  • NSF International: NSF/ANSI/CAN 61, Drinking Water System Components - Health Effects.
  • NSF International: Official certified drinking-water system component listings. Verify the current product listing and all limitations.
  • American Water Works Association: AWWA D102, Coating Steel Water-Storage Tanks. Use the edition required by the project.
  • American Water Works Association: Applicable standards for steel tanks, bolted tanks, water pipe, protective coatings, disinfection, and water-system construction.
  • Coating manufacturer: Current product data, certification documentation, application instructions, repair procedures, cure requirements, and potable-water service limitations.
  • Project documents: Coating schedule, specifications, approved submittals, owner standards, and written clarifications.

Certifications, listings, standards, and product instructions change. Always verify the current requirements before submitting, purchasing, applying, repairing, disinfecting, or placing the system into service.

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

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

AirSprayTech.com - The Finishing Authority®



Was this article helpful?

Comments:
 

Related Articles
 > Academy Series | Professional Certificate Programs
 > Airless Spraying - From Pump to Pattern
 > Airless Spraying—From Pump to Pattern | Article 01 of 18 How Airless Spray Equipment Works
 > Airless Spraying—From Pump to Pattern | Article 02 of 18 How to Read an Airless Spray Tip Number
 > Airless Spraying—From Pump to Pattern | Article 03 of 18 How to Choose the Correct Airless Tip Size
 > Airless Spraying—From Pump to Pattern | Article 04 of 18 Understanding Airless Fan Width and Orifice Size
 > Airless Spraying—From Pump to Pattern | Article 05 of 18 The Right Way to Set Airless Spray Pressure
 > Airless Spraying—From Pump to Pattern | Article 06 of 18 The Perfect Airless Spray Pattern
 > Airless Spraying—From Pump to Pattern | Article 07 of 18 Why an Airless Spray Pattern Develops Tails
 > Airless Spraying—From Pump to Pattern | Article 08 of 18 How Tip Wear Wastes Paint and Changes the Pattern
 > Airless Spraying—From Pump to Pattern | Article 09 of 18 Matching the Tip to the Sprayer’s Capacity
 > Airless Spraying—From Pump to Pattern | Article 10 of 18 How Airless Hose Size and Length Affect Performance
 > Airless Spraying—From Pump to Pattern | Article 11 of 18 How to Prime and Start an Airless Sprayer
 > Airless Spraying—From Pump to Pattern | Article 12 of 18 Professional Airless Spray-Gun Technique
 > Airless Spraying—From Pump to Pattern | Article 13 of 18 How to Shut Down, Flush, and Store an Airless Sprayer
 > Airless Spraying—From Pump to Pattern | Article 14 of 18 Airless Troubleshooting: When the Pump Will Not Prime
 > Airless Spraying—From Pump to Pattern | Article 15 of 18 Airless Troubleshooting: Surging, Pulsing, and Pressure Loss
 > Airless Spraying—From Pump to Pattern | Article 16 of 18 Electric, Gas, or Pneumatic Airless Equipment
 > Airless Spraying—From Pump to Pattern | Article 17 of 18 Choosing the Right Airless Sprayer for the Work
 > Airless Spraying—From Pump to Pattern | Article 18 of 18 Airless Safety: Understanding Injection-Injury Hazards
 > Airless Spraying-From Pump to Pattern Certificate of Completion
 > Airless Spraying—From Pump to Pattern | Final Assessment
 > Powder Coating - From Particle To Performance
 > Powder Coating—From Particle to Performance | Article 01 of 32 | The History of Powder Coating
 > Powder Coating—From Particle to Performance | Article 02 of 32 | What Powder Coating Is—and What It Is Not
 > Powder Coating—From Particle to Performance | Article 03 of 32 | What Is Inside a Powder Coating?
 > Powder Coating—From Particle to Performance | Article 04 of 32 | How Powder Coating Is Manufactured
 > Powder Coating—From Particle to Performance | Article 05 of 32 | Thermoset Versus Thermoplastic Powder Coatings
 > Powder Coating—From Particle to Performance | Article 06 of 32 | Epoxy, Polyester, and Epoxy-Polyester Hybrid Powders
 > Powder Coating—From Particle to Performance | Article 07 of 32 | Polyurethane, Acrylic, Fluoropolymer, and Specialty Powders
 > Powder Coating—From Particle to Performance | Article 08 of 32 | Selecting the Right Powder for the Application
 > Powder Coating—From Particle to Performance | Article 09 of 32 | Why Surface Preparation Determines Coating Performance
 > Powder Coating—From Particle to Performance | Article 10 of 32 | Preparing Steel, Aluminum, and Galvanized Surfaces
 > Powder Coating—From Particle to Performance | Article 11 of 32 | Mechanical Surface Preparation for Powder Coating
 > Powder Coating—From Particle to Performance | Article 12 of 32 | Chemical Pretreatment, Rinsing, and Dry-Off
 > Powder Coating—From Particle to Performance | Article 13 of 32 | How Electrostatic Powder Coating Works
 > Powder Coating—From Particle to Performance | Article 14 of 32 | Corona-Charging Powder Guns
 > Powder Coating—From Particle to Performance | Article 15 of 32 | Tribostatic Powder Application
 > Powder Coating—From Particle to Performance | Article 16 of 32 | Fluidized-Bed Powder Coating
 > Powder Coating—From Particle to Performance | Article 17 of 32: Anatomy of a Manual Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 18 of 32: Anatomy of an Automatic Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 19 of 32: Powder Booths, Airflow, and Containment
 > Powder Coating—From Particle to Performance | Article 20 of 32: Powder Feed, Recovery, Reclaim, and Color Change
 > Powder Coating—From Particle to Performance | Article 21 of 32: Compressed-Air Quality for Powder-Coating Equipment
 > Powder Coating—From Particle to Performance | Article 22 of 32: How to Set Up and Start a Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 23 of 32: Setting Powder Flow, Pattern Air, kV, and Current
 > Powder Coating—From Particle to Performance | Article 24 of 32: Professional Manual Powder-Gun Technique
 > Powder Coating—From Particle to Performance | Article 25 of 32: Setting Up Automatic Guns and Reciprocators
 > Powder Coating—From Particle to Performance | Article 26 of 32: Faraday-Cage Effect, Back Ionization, and Poor Coverage
 > Powder Coating—From Particle to Performance | Article 27 of 32: Curing Powder Coating—Time at Metal Temperature
 > Powder Coating—From Particle to Performance | Article 28 of 32: Oven Profiling and Cure Verification
 > Powder Coating—From Particle to Performance | Article 29 of 32: Measuring Powder-Coating Film Thickness
 > Powder Coating—From Particle to Performance | Article 30 of 32: Testing Adhesion, Cure, Gloss, Color, and Appearance
 > Powder Coating—From Particle to Performance | Article 31 of 32: Powder-Coating Defects and Corrective Action
 > Powder Coating—From Particle to Performance | Article 32 of 32: Powder-Coating Safety, Housekeeping, and Preventive Maintenance
 > Powder Coating—From Particle to Performance | Final Course Assessment
 > Powder Coating—From Particle to Performance | Certificate of Completion
 > Powder Coating—From Particle to Performance | Request a Certificate of Completion
 > Finishing Quality - From Spec to Sign-Off | AirSprayTech Academy
 > Finishing Quality—From Spec to Sign-Off | Article 01 of 28: Quality Begins with the Specification
 > Finishing Quality—From Spec to Sign-Off | Article 02 of 28: From Specification to Control Plan
 > Finishing Quality—From Spec to Sign-Off | Article 03 of 28: Document Control and Traceability
 > Finishing Quality—From Spec to Sign-Off | Article 04 of 28: Incoming Materials and Receiving Inspection
 > Finishing Quality—From Spec to Sign-Off | Article 05 of 28: Incoming Process Water Quality
 > Finishing Quality—From Spec to Sign-Off | Article 06 of 28: Process Water Treatment Systems
 > Finishing Quality—From Spec to Sign-Off | Article 07 of 28 Treating and Releasing Finishing Wastewater
 > Finishing Quality—From Spec to Sign-Off | Article 08 of 28: Surface Cleaning and Contamination Control
 > Finishing Quality—From Spec to Sign-Off | Article 09 of 28 Surface Pretreatment and Conversion Coating Control
 > Finishing Quality—From Spec to Sign-Off | Article 10 of 28 Coating Material Storage, Mixing, and Conditioning
 > Finishing Quality—From Spec to Sign-Off | Article 11 of 28 Compressed-Air Quality and System Control
 > Finishing Quality—From Spec to Sign-Off | Article 12 of 28 Temperature, Humidity, and Environmental Control
 > Finishing Quality—From Spec to Sign-Off | Article 13 of 28 Application Equipment Setup and Process Verification
 > Finishing Quality—From Spec to Sign-Off | Article 14 of 28 Wet-Film Thickness and Application Control
 > Finishing Quality—From Spec to Sign-Off | Article 15 of 28 Dry-Film Thickness Measurement and Control
 > Finishing Quality—From Spec to Sign-Off | Article 16 of 28 Cure Verification and Oven Performance
 > Finishing Quality—From Spec to Sign-Off | Article 17 of 28 Appearance, Color, Gloss, and Texture Inspection
 > Finishing Quality—From Spec to Sign-Off | Article 18 of 28 Coating Adhesion Testing and Interpretation
 > Finishing Quality—From Spec to Sign-Off | Article 19 of 28 Hardness, Impact, Flexibility, and Abrasion Testing
 > Finishing Quality—From Spec to Sign-Off | Article 20 of 28 Corrosion, Chemical, and Environmental Exposure Testing
 > Finishing Quality—From Spec to Sign-Off | Article 21 of 28 Holiday, Porosity, and Coating-Continuity Testing
 > Finishing Quality—From Spec to Sign-Off | Article 22 of 28 Building and Controlling the In-House Finishing Laboratory
 > Finishing Quality—From Spec to Sign-Off | Article 23 of 28 Sampling Plans and Inspection Frequency
 > Finishing Quality—From Spec to Sign-Off | Article 24 of 28 Building the Finishing Process Data Highway
 > Finishing Quality—From Spec to Sign-Off | Article 25 of 28 Nonconformance, Root Cause, and Corrective Action
 > Finishing Quality—From Spec to Sign-Off | Article 26 of 28 Final Product Audit, Acceptance, and Release
 > Finishing Quality—From Spec to Sign-Off | Article 27 of 28 Build a Quality Team That Includes the People Doing the Work
 > Finishing Quality—From Spec to Sign-Off | Article 28 of 28 Your Vendors Are Part of the Quality Team
 > Finishing Quality—From Spec to Sign-Off | Final Assessment
 > Finishing Quality—From Spec to Sign-Off | Certificate Request
 > Paint Shop Planning - From Floor Plan to First Spray
 > Paint Shop Planning—From Floor Plan to First Spray | Article 02 of 28 | Build a Project Team Before You Build the Shop
 > Paint Shop Planning—From Floor Plan to First Spray | Article 03 of 28 | Meet the Authority Having Jurisdiction Early
 > Paint Shop Planning—From Floor Plan to First Spray | Article 04 of 28 | Creating the Owner’s Project Requirements
 > Paint Shop Planning—From Floor Plan to First Spray | Article 05 of 28 | Understanding NFPA 33 and Spray-Application Fire Protection
 > Paint Shop Planning—From Floor Plan to First Spray | Article 06 of 28 | Understanding the NEC in a Paint Shop
 > Paint Shop Planning—From Floor Plan to First Spray | Article 07 of 28 | Flammable and Combustible Liquid Storage
 > Paint Shop Planning—From Floor Plan to First Spray | Article 08 of 28 | Building, Fire, and Mechanical Codes
 > Paint Shop Planning—From Floor Plan to First Spray | Article 09 of 28 | Environmental Permits and Emissions Planning
 > Paint Shop Planning—From Floor Plan to First Spray | Article 10 of 28 | Planning the Shop Layout and Product Flow
 > Paint Shop Planning—From Floor Plan to First Spray | Article 11 of 28 | Spray-Booth and Preparation-Station Selection
 > Paint Shop Planning—From Floor Plan to First Spray | Article 12 of 28 | Air-Makeup and Exhaust-System Planning
 > Paint Shop Planning—From Floor Plan to First Spray | Article 13 of 28 | Planning the Compressed-Air System
 > Paint Shop Planning—From Floor Plan to First Spray | Article 14 of 28 | Electrical Service, Controls, and Hazardous Locations
 > Paint Shop Planning—From Floor Plan to First Spray | Article 15 of 28 | Natural Gas, Heating, and Curing Requirements
 > Paint Shop Planning—From Floor Plan to First Spray | Article 16 of 28 | Fire Suppression, Detection, and Emergency Systems
 > Paint Shop Planning—From Floor Plan to First Spray | Article 17 of 28 | Writing an Equipment Specification Vendors Can Quote
 > Paint Shop Planning—From Floor Plan to First Spray | Article 18 of 28 | How to Compare Paint-Booth Proposals
 > Paint Shop Planning—From Floor Plan to First Spray | Article 19 of 28 | Who Is Responsible for What?
 > Paint Shop Planning—From Floor Plan to First Spray | Article 20 of 28 | Site Preparation and Construction Coordination
 > Paint Shop Planning—From Floor Plan to First Spray | Article 21 of 28 | Change Orders: Where Paint-Shop Budgets Go to Die
 > Paint Shop Planning—From Floor Plan to First Spray | Article 22 of 28 | Pre-Startup Inspection and Documentation
 > Paint Shop Planning—From Floor Plan to First Spray | Article 23 of 28 | Testing Booth Airflow and Pressure
 > Paint Shop Planning—From Floor Plan to First Spray | Article 24 of 28 | Testing Safety Interlocks and Emergency Controls
 > Paint Shop Planning—From Floor Plan to First Spray | Article 25 of 28 | Commissioning the Complete Paint Shop
 > Paint Shop Planning—From Floor Plan to First Spray | Article 26 of 28 | Training Operators and Maintenance Personnel
 > Paint Shop Planning—From Floor Plan to First Spray | Article 27 of 28 | Final Acceptance: Do Not Sign Off Until It Performs
 > Paint Shop Planning—From Floor Plan to First Spray | Article 28 of 28 | Planning for Maintenance, Expansion, and the Next Ten Years
 > Paint Shop Planning—From Floor Plan to First Spray | Article 01 of 28 | Before You Buy a Booth: Define the Finishing Process
 > Paint Shop Planning—From Floor Plan to First Spray | Final Assessment
 > Paint Shop Planning—From Floor Plan to First Spray | Certificate of Completion Request
 > Automotive Refinish - From Repair Plan to Road Ready
 > Automotive Refinish—From Repair Plan to Road Ready | Article 01 of 28 | Start Before the Sandpaper: Vehicle Intake and Refinish Planning
 > Automotive Refinish—From Repair Plan to Road Ready | Article 02 of 28 | PPE Is Part of the Process: Protecting the Automotive Painter
 > Automotive Refinish—From Repair Plan to Road Ready | Article 03 of 28 | Fire, Fumes, and Ignition Sources: Everyday Refinish-Shop Safety
 > Automotive Refinish—From Repair Plan to Road Ready | Article 04 of 28 | A Clean Shop Paints Cleaner Cars: Housekeeping and Contamination Control
 > Automotive Refinish—From Repair Plan to Road Ready | Article 05 of 28 | Know What You Are Painting: Automotive Substrate Identification
 > Automotive Refinish—From Repair Plan to Road Ready | Article 06 of 28 | Clean Before You Cut: Washing, Degreasing, and Contamination Removal
 > Automotive Refinish—From Repair Plan to Road Ready | Article 07 of 28 | Stop Corrosion Before It Starts: Bare Metal and Corrosion Protection
 > Automotive Refinish—From Repair Plan to Road Ready | Article 08 of 28 | Sand With a Purpose: Abrasives, Grit Selection, and Surface Profiles
 > Automotive Refinish—From Repair Plan to Road Ready | Article 09 of 28 | Build It Straight: Fillers, Glazes, Primers, and Sealers
 > Automotive Refinish—From Repair Plan to Road Ready | Article 10 of 28 | Mask the Repair, Not the Mistake: Paper, Plastic, Tape, and Technique
 > Automotive Refinish—From Repair Plan to Road Ready | Article 11 of 28 | Choose the Complete System: Modern Automotive-Refinish Materials
 > Automotive Refinish—From Repair Plan to Road Ready | Article 12 of 28 | Control the Mix: Paint Storage, Mixing Rooms, and Material Management
 > Automotive Refinish—From Repair Plan to Road Ready | Article 13 of 28 | Match It Before You Spray It: Color Tools, Spray-Outs, and Color Acceptance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 14 of 28 | Choose the Right Spray Gun: Match the Equipment to the Finish
 > Automotive Refinish—From Repair Plan to Road Ready | Article 15 of 28 | Feed the Finish: Air-Compressor Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 16 of 28 | Keep the Gun Honest: Spray Equipment Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 17 of 28 | Paint With a Plan: Professional Basecoat and Clearcoat Application
 > Automotive Refinish—From Repair Plan to Road Ready | Article 18 of 28 | Control the Booth: Airflow, Filters, Lighting, and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 19 of 28 | Balance the Booth: Air-Makeup Unit Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 20 of 28 | Cure It by the Numbers: Flash, Bake, and Return-to-Service
 > Automotive Refinish—From Repair Plan to Road Ready | Article 21 of 28 | Correct Without Creating: Denibbing, Sanding, and Polishing
 > Automotive Refinish—From Repair Plan to Road Ready | Article 22 of 28 | Put It Back Right: Reassembly Without Damaging the Finish
 > Automotive Refinish—From Repair Plan to Road Ready | Article 23 of 28 | Inspect It Before the Customer Does: Final Quality Control
 > Automotive Refinish—From Repair Plan to Road Ready | Article 24 of 28 | Deliver More Than Shine: Customer Handoff and Fresh-Paint Care
 > Automotive Refinish—From Repair Plan to Road Ready | Article 25 of 28 | Control the Waste Stream: Paint, Solvent, Filters, and Compliance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 26 of 28 | Troubleshoot the Process: Find the Cause Before Repainting
 > Automotive Refinish—From Repair Plan to Road Ready | Article 27 of 28 | Make Quality Repeatable: Procedures, Training, and Team Accountability
 > Automotive Refinish—From Repair Plan to Road Ready | Article 28 of 28 | Road Ready Is Earned: Audit the Complete Refinish Process
 > Automotive Refinish—From Repair Plan to Road Ready | Final Assessment
 > Automotive Refinish—From Repair Plan to Road Ready | Certificate of Completion Request
 > Corrosion Protection for Industrial Coating Contractors - 00 Course Overview
 > Corrosion Protection for Industrial Coating Contractors - Article 01: Understanding Corrosion
 > 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 14 of 24: Pot Life and Production Interruptions
 > 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 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