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Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
Last Updated: 09/23/2026
AirSprayTech Academy Secondary Containment Certificate Program

AirSprayTech Academy Certificate Program

Secondary Containment Coating Systems for Industrial Contractors

Article 12 of 24

Vinyl Ester Containment Systems

Vinyl ester systems can provide exceptional resistance to acids, solvents, oxidizing chemicals, permeation, and elevated-temperature service. Their performance, however, depends on correct resin selection, controlled catalyzation, reinforcement, application technique, cure, and inspection.

Learning Objectives

After completing this article, you should be able to:

  • Explain how vinyl ester systems differ from conventional epoxy systems.
  • Identify situations in which vinyl ester may be considered for secondary containment.
  • Understand the functions of resin coats, fiberglass reinforcement, surfacing veil, and topcoats.
  • Recognize the importance of catalyst control, temperature, working time, and exotherm.
  • Identify common defects in reinforced vinyl ester linings.
  • Understand why cure verification and holiday testing may be required before chemical service.

What Is a Vinyl Ester?

Vinyl ester resins are thermosetting materials produced by combining epoxy-based chemistry with unsaturated reactive groups. They are commonly supplied as liquid resins containing a reactive diluent and cure through a free-radical polymerization reaction initiated by a manufacturer-approved catalyst system.

This chemistry can combine some of the toughness and adhesion associated with epoxies with the chemical resistance and rapid cure characteristics associated with reinforced thermosetting resin systems.

The term “vinyl ester” still describes a family of products. Resin backbone, promoter package, fillers, reinforcement, cure system, thickness, and application details all influence performance. A generic vinyl ester description is not a project-specific material recommendation.

Vinyl Ester Is Not Automatically the Right Choice

Vinyl ester systems are often selected for severe chemical service, but greater chemical resistance in one environment does not make a product suitable for every containment area.

The manufacturer must evaluate the exact chemical, concentration, temperature, exposure duration, substrate, mechanical conditions, cleaning procedures, and possible chemical mixtures. Some exposures may be better served by an epoxy, novolac epoxy, polyurethane, polyurea, fluoropolymer, rubber lining, thermoplastic sheet lining, or another specialized system.

Obtain a written recommendation for the complete system. Do not select a vinyl ester solely because a general chart lists a chemical as resistant.

Where Vinyl Ester Systems Are Used

Properly selected vinyl ester systems may be used in containment areas exposed to:

  • Acids and acidic process solutions
  • Caustics and alkaline solutions
  • Solvents and hydrocarbon mixtures
  • Oxidizing chemicals
  • Bleach and other aggressive cleaning materials
  • Chemical wastewater and process drainage
  • Fertilizer, pulp-and-paper, mining, and metal-processing chemicals
  • Elevated-temperature splash, spill, or immersion service

This list identifies possible applications, not universal approvals. Resistance can change substantially with concentration, contamination, temperature, exposure time, and the presence of other chemicals.

Vinyl Ester Compared with Epoxy

Epoxy and vinyl ester systems overlap in many applications, but their mixing, curing, handling, and performance characteristics differ.

Consideration Epoxy Systems Vinyl Ester Systems
Reaction control Resin and curing agent are combined at a fixed ratio. A promoted resin is catalyzed within a manufacturer-approved range.
Working time Varies by formulation and temperature. Can be short and strongly affected by temperature and catalyst level.
Chemical resistance Ranges from moderate to severe service, depending on formulation. Often considered for severe acids, solvents, oxidizers, and heat, subject to written approval.
Odor and vapor Depends on solvent content and formulation. Many formulations contain a reactive diluent and require strict ventilation and exposure control.
Reinforcement May be unreinforced or reinforced. Frequently used with fiberglass mat, fabric, veil, or flake reinforcement.

These are general distinctions. The current product data and system specification control the actual application.

Catalyst Is Not Used Like Epoxy Hardener

In a conventional two-component epoxy, the resin and curing agent are combined at a specified ratio. With many vinyl ester systems, a relatively small quantity of catalyst initiates the cure of a promoted resin.

The catalyst percentage may be adjusted only within the manufacturer’s stated range to account for material and substrate temperature. Too little catalyst can cause slow, incomplete, or unreliable cure. Too much can produce excessive heat, very short working time, poor application, cracking, or other defects.

Contractors must use the catalyst type, measurement method, mixing sequence, and percentage specified by the system manufacturer. Substituting catalysts or altering the recommended chemistry is not acceptable.

Catalyst Safety Requires Formal Control

Organic-peroxide catalyst systems can present serious fire, decomposition, contamination, and personal-exposure hazards. Catalyst must be stored, handled, dispensed, and disposed of according to the manufacturer’s safety data sheet and applicable regulations.

  • Use dedicated, clean measuring and dispensing equipment.
  • Keep catalyst away from heat, sparks, flame, sunlight, and incompatible materials.
  • Do not return unused catalyst to its original container.
  • Do not mix catalyst directly with promoters, accelerators, or contaminants.
  • Prevent spills and uncontrolled contact with absorbent or combustible materials.
  • Use the required eye, skin, respiratory, and protective equipment.
  • Train workers in the site-specific emergency procedure before work begins.

Typical Components of a Reinforced Vinyl Ester System

A reinforced system may contain several layers, each with a specific function:

  1. Primer: Promotes adhesion to properly prepared concrete or steel and provides a compatible base for the laminate.
  2. Body or base coat: Provides resin for embedding and saturating reinforcement.
  3. Fiberglass reinforcement: May include chopped-strand mat, woven fabric, stitched fabric, or another specified reinforcement to increase strength and distribute stress.
  4. Surfacing veil: Provides a resin-rich corrosion barrier and helps prevent coarse reinforcement from reaching the exposed surface.
  5. Seal or topcoat: Provides the final chemical-contact surface, seals exposed fibers, and may contain wax or another additive required for complete surface cure.

Layer sequence, reinforcement type, overlap, thickness, and resin content must follow the approved system specification.

Unreinforced and Flake-Filled Systems

Not every vinyl ester lining uses fiberglass mat. Some systems are applied as flake-filled or mineral-filled coatings. Plate-like fillers can create a more tortuous path through the cured film and may improve resistance to permeation, abrasion, or thermal service.

These materials may be spray applied, rolled, brushed, squeegeed, or troweled, depending on viscosity and system design. Their required thickness may be greater than that of ordinary protective coatings.

An unreinforced system may be appropriate for a stable substrate and defined exposure but may not provide the same crack-distribution or stress-handling capability as a properly installed reinforced laminate.

Surface Preparation and Primer Compatibility

Vinyl ester systems do not compensate for weak concrete, laitance, contamination, moisture problems, corrosion, dust, or an incorrect surface profile. Concrete and steel must be prepared to the system manufacturer’s requirements and accepted before application begins.

The primer must be compatible with both the substrate and vinyl ester laminate. An epoxy primer should not be substituted beneath a vinyl ester system unless the manufacturer has approved the complete combination and its recoat procedure.

Previously coated surfaces require special evaluation. Solvent resistance, adhesion testing, contamination, existing film thickness, and compatibility must be considered before any overcoating recommendation is accepted.

Batch Size, Gel Time, and Working Time

Vinyl ester reaction speed is affected by resin temperature, substrate temperature, air temperature, catalyst percentage, batch size, container shape, and the manufacturer’s promoter system.

A large mass of catalyzed resin can generate heat and cure much faster than the same material spread in a thin film. Material remaining in a mixing pail may gel or exotherm while the applied film remains workable.

The crew should establish expected working time with a controlled field test or gel-time check when required. Mix only the quantity that can be installed, reinforced, consolidated, and detailed before cure advances too far.

Never attempt to extend working time by adding unapproved solvent, monomer, catalyst, or uncatalyzed resin.

Installing Fiberglass Reinforcement

Fiberglass reinforcement must be completely wetted with resin and consolidated without leaving air pockets, wrinkles, folds, lifted edges, resin-starved areas, or unsupported bridging.

A typical installation sequence may include:

  1. Apply the specified resin-rich base coat.
  2. Place the reinforcement while the resin remains workable.
  3. Apply additional resin as required to wet the reinforcement.
  4. Use approved rollers or tools to remove trapped air and consolidate the laminate.
  5. Maintain the specified overlap between adjacent pieces.
  6. Feather or stagger laps as required to avoid excessive ridges.
  7. Inspect the wet laminate under strong lighting before it cures.
  8. Repair dry, lifted, wrinkled, or air-filled areas according to the approved procedure.

The objective is not merely to hide fiberglass beneath resin. The completed laminate must contain the correct reinforcement-to-resin relationship and form a continuous, well-bonded barrier.

Why a Resin-Rich Corrosion Barrier Matters

The chemical-contact surface of a reinforced laminate should contain a resin-rich layer that separates the chemical exposure from the structural reinforcement. Surfacing veil can help create this corrosion barrier.

Exposed or insufficiently covered fibers can wick liquid, create permeation paths, and produce localized attack. Sanding, grinding, or aggressive finishing can accidentally expose reinforcement and reduce the protective resin layer.

After any surface correction, restore the specified veil, seal coat, and topcoat before placing the system into service.

Air Inhibition and Final Surface Cure

Some vinyl ester resins remain tacky at an air-exposed surface because oxygen can inhibit complete surface cure. That characteristic can assist bonding between laminate layers applied within the approved interval.

The final chemical-contact surface may require a wax-containing topcoat or another manufacturer-specified surfacing treatment to achieve complete cure. Wax rises to the surface and limits oxygen contact while the resin cures.

A waxed surface can interfere with later adhesion. If another layer or repair must be applied, the wax or inhibited layer may need to be removed by washing, sanding, or another specified method. Follow the written repair procedure.

Details, Transitions, and Terminations

Containment failures frequently begin at drains, penetrations, wall-to-floor transitions, equipment bases, embedded steel, joints, curbs, pipe supports, termination edges, and changes in substrate.

Reinforcement should conform to the detail without bridging or lifting. Sharp inside corners may require coves. Outside corners may require rounding and additional reinforcement. Terminations may require a chase, reglet, mechanical anchor, sealant, or other engineered detail.

Do not improvise critical transition details in the field. Obtain approved drawings and procedures before application reaches those locations.

Film and Laminate Thickness

Thickness is part of the system design. It can affect chemical permeation, reinforcement coverage, mechanical performance, crack distribution, and holiday-testing voltage.

Thickness should be checked at the frequency and by the method required by the specification. Measurement may involve wet-film checks, material usage, controlled sample panels, destructive measurements, dry-film instruments on suitable substrates, or other approved procedures.

More material is not automatically better. Excess resin can drain, sag, crack, exotherm, or create resin-rich areas without proper reinforcement. Insufficient resin can leave dry fibers, voids, and inadequate chemical protection.

Cure Verification

A lining may appear hard without having developed the cure needed for chemical service. Cure verification should follow the manufacturer’s approved method and the project specification.

Verification may include:

  • Recorded cure time and actual temperature history
  • Visual and tactile examination
  • Surface tack evaluation
  • Solvent-rub testing when approved
  • Barcol hardness measurements on suitable rigid systems
  • Manufacturer or laboratory testing when required

Barcol hardness is not a universal pass-or-fail test for every vinyl ester lining. The correct instrument, minimum value, test timing, number of readings, and interpretation must come from the specification or manufacturer.

Holiday and Discontinuity Testing

Pinholes, voids, exposed fibers, cuts, and missed areas can permit chemicals to reach the substrate. Holiday testing may therefore be required after the lining has cured sufficiently and before the area is placed into service.

The test method and voltage must be appropriate for the lining thickness, substrate, system, and specification. Excessive voltage can damage a sound lining. Insufficient voltage may fail to locate a discontinuity.

Mark each detected holiday without causing additional damage. Repair it using the approved procedure, allow the repair to cure, and retest the repaired area. A repair is not complete until it passes the required inspection.

Common Vinyl Ester Defects

  • Dry reinforcement: Insufficient resin saturation leaves white, light-colored, or visibly dry fibers.
  • Air pockets and voids: Inadequate consolidation traps air beneath or within the reinforcement.
  • Wrinkles and lifted laps: Poor placement, rapid cure, difficult geometry, or insufficient wetting prevents the reinforcement from lying flat.
  • Soft or undercured material: Incorrect catalyst level, poor mixing, low temperature, contamination, or chemical exposure before complete cure.
  • Cracking or excessive heat damage: Over-catalyzation, excessive batch size, thick resin accumulation, or uncontrolled exotherm.
  • Delamination: Contamination, improper preparation, moisture, incompatible layers, or application outside the permitted recoat interval.
  • Exposed fibers: Insufficient corrosion-barrier resin, aggressive sanding, wear, or incomplete topcoating.
  • Chemical attack: Incorrect resin selection, incomplete cure, excessive temperature, greater concentration, prolonged exposure, or an unanticipated mixture.

Ventilation, Vapor, and Fire Safety

Many vinyl ester systems release vapors that require controlled ventilation, exposure monitoring, suitable respiratory protection, and ignition control. Odor is not a reliable measure of safe exposure.

Ventilation must move vapor away from workers and the work area without introducing dust, moisture, exhaust, or other contamination into the wet lining. Electrical equipment, lighting, fans, and tools must be appropriate for the classified hazard.

Review the current safety data sheets for the resin, catalyst, cleaners, solvents, and repair materials. Confined-space entry requirements apply whenever the work area meets the regulatory definition.

Field Quality-Control Checklist

  • Written system approval matches the chemical exposure and temperature.
  • Resin, catalyst, fillers, reinforcement, veil, and topcoat match the specification.
  • Product batch numbers and shelf lives are recorded.
  • Storage and material temperatures are within the required range.
  • Surface preparation and primer have been inspected and accepted.
  • Catalyst type, amount, and measurement method are verified.
  • Batch size and working time are controlled.
  • Fiberglass is fully wetted and properly consolidated.
  • Laps, corners, transitions, penetrations, and terminations follow approved details.
  • Required thickness and resin-rich corrosion barrier are achieved.
  • No dry fibers, air pockets, wrinkles, voids, or exposed reinforcement remain.
  • Cure has been verified by the specified method.
  • Holiday testing and repairs have been completed and documented.
  • Full chemical-service cure has been reached before release to service.

Technical References

Use the editions identified in the contract documents and verify current designations before incorporating standards into a proposal or work plan.

Key Takeaways

  • Vinyl ester systems can provide severe chemical and temperature resistance.
  • The generic resin name does not establish suitability for a specific exposure.
  • Catalyst measurement and mixing require precise control.
  • Catalyzed material can generate significant heat and lose working time rapidly.
  • Fiberglass must be fully wetted and consolidated without voids or dry fibers.
  • The chemical-contact surface requires a continuous resin-rich corrosion barrier.
  • Cure verification must follow the specified method.
  • Holiday testing and documented repairs help confirm lining continuity.
  • Written manufacturer approval should address the entire exposure and complete system.

Professional responsibility: This article provides foundational educational information and is not a substitute for the project specification, engineering direction, regulatory requirements, chemical-resistance testing, or the manufacturer’s current written recommendation. Vinyl ester resins, catalysts, solvents, and related materials may present serious fire, vapor, exposure, and reaction hazards. Review current technical data sheets, safety data sheets, catalyst instructions, application procedures, ventilation requirements, and site-safety plans before beginning work.

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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 > 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
 > Roof Coatings Certificate of Completion 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 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