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Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
Last Updated: 09/19/2026
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Applying Moisture-Mitigation Membranes

Article 15 of 20

Moisture-mitigation membranes must form a continuous, properly bonded film over the concrete. Correct mixing, material placement, coverage control, pinhole repair, detailing, cure, and documentation determine whether the installed system performs as intended.

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Installation Begins Before the Material Is Mixed

A successful membrane installation begins with planning. The crew should know the required surface condition, environmental limits, mixing procedure, coverage rate, working time, application method, detailing requirements, cure time, and next-layer procedure before any container is opened.

Once components are combined, the reaction begins. The crew cannot pause a mixed kit while unresolved cracks are repaired, tools are located, or environmental conditions are rechecked.

Contractor principle: Prepare the surface, crew, equipment, measured work sections, materials, and documentation before mixing the first kit.

Pre-Application Release Checklist

The installation supervisor should formally release the area for application only after confirming that all required conditions have been satisfied.

  • Required moisture and substrate testing is complete and acceptable.
  • The selected membrane has written approval for the documented conditions.
  • The concrete is clean, sound, and within the specified CSP range.
  • Coatings, adhesives, curing compounds, sealers, and contamination are removed.
  • Cracks, joints, drains, penetrations, and edges have approved details.
  • Repairs are cured and compatible with the membrane.
  • Dust, abrasive, and debris have been removed.
  • Air, surface, humidity, and dew-point conditions are acceptable.
  • Conditions can be maintained throughout application and cure.
  • Materials are within shelf life and were stored correctly.
  • Mixing and application equipment is clean and ready.
  • The floor has been divided into measured application sections.
  • The crew has reviewed the current installation procedure.
  • The quality-control forms are ready for use.
Do not mix material until the work area has passed the pre-application inspection and all unresolved conditions have been addressed.

Review Every System Component

Moisture-mitigation systems may include more than the membrane resin. The installation package can contain crack-repair materials, primers, fillers, broadcast aggregate, patching compounds, underlayments, adhesives, and finished coatings.

Verify that the products delivered match the approved submittal. Similar product names, different formulations, or regional versions should not be substituted without written authorization.

Inspect the Materials

  • Manufacturer and exact product name
  • Component designations
  • Container size and mix ratio
  • Batch or lot numbers
  • Manufacturing and expiration dates
  • Storage-temperature history
  • Evidence of freezing, overheating, leakage, or contamination
  • Color, settling, crystallization, skinning, or unusual appearance
  • Required aggregate, primer, cleaner, or accessory materials

Material Temperature Matters

Material temperature affects viscosity, mixing, flow, penetration, pot life, and application rate. Cold resin may be thick and difficult to spread, while hot material may react rapidly and shorten working time.

Store and condition materials within the manufacturer's permitted range. Do not use unauthorized heaters, open flames, hot water, or direct high-temperature exposure to warm resin containers.

Material, air, and substrate temperatures can be different. Measure each condition required by the product instructions.

Environmental Conditions

Measure and document ambient temperature, relative humidity, concrete surface temperature, and dew point before mixing begins.

Many coating specifications require the surface temperature to remain at least 5°F, or approximately 3°C, above the dew point. This is a common requirement, but the current technical data and project specification control.

Conditions should be monitored throughout application and cure. Door operation, HVAC cycling, weather changes, sunlight, refrigeration, temporary heat, and dehumidification can change conditions rapidly.

Condensation warning: A thin moisture film can interfere with adhesion before visible water droplets appear. Do not rely on touch or appearance alone.

Divide the Floor Into Measured Sections

Coverage control begins by dividing the floor into sections corresponding to the amount of material in each kit. This provides an immediate field check against underapplication.

For example, if one mixed unit is intended to cover a specific number of square feet, mark that area before mixing. The crew should use the complete unit within that section unless the manufacturer provides another approved procedure.

Adjust planning for surface profile, porosity, edges, vertical transitions, repairs, and expected application loss. Theoretical coverage may not equal actual field consumption.

Understanding Coverage and Thickness

Control Method What It Shows Limitation
Square feet per kit Whether the specified material quantity was used over a measured area Does not show local thin spots or pinholes
Wet-film measurement Approximate thickness while the material remains wet Can be difficult on rough or porous concrete
Material-volume calculation Theoretical relationship between volume, area, and thickness Does not include waste, porosity, or material left in containers
Visual inspection Reveals holidays, dry areas, foam, debris, and application defects Appearance alone does not prove correct thickness
Actual consumption records Documents kits used in each floor section Requires accurate area and batch tracking

The most reliable field control normally combines measured work sections, material- consumption records, visual inspection, and any thickness method required by the manufacturer.

Mixing Two-Component Membranes

Two-component materials require the correct ratio and complete mixing. Full factory- packaged units reduce field measuring errors and should be used whenever required.

  1. Confirm the components. Match the correct Part A and Part B, product, size, batch, and ratio.
  2. Precondition the materials. Confirm that temperatures are within the required range.
  3. Premix individual components when required. Follow the written instructions before combining them.
  4. Combine complete units. Do not estimate partial kits unless an approved measuring procedure is provided.
  5. Use the specified mixer and blade. Excessive speed can introduce air, while inadequate mixing can leave streaks or unmixed material.
  6. Mix for the full required time. Move the blade through the entire container while avoiding unnecessary air entrainment.
  7. Transfer when required. Some systems require pouring into a clean second container and remixing to eliminate unmixed material at the first container's walls and bottom.
  8. Observe induction time. If the product requires an induction period, do not shorten it.
  9. Record the mix time. Pot life and working time begin as defined by the manufacturer's instructions.

Do Not Scrape Unmixed Material Onto the Floor

Material clinging to container walls or the bottom may not be blended completely. Scraping it onto the floor can create soft, sticky, discolored, or uncured spots.

Follow the manufacturer's procedure for scraping during mixing, transferring to a second container, and emptying the mixed material. Do not improvise after application begins.

Pot Life Is Not the Same as Working Time

Pot life is commonly measured under laboratory conditions in a particular container size and temperature. Material spread across a floor may behave differently.

The mixed material can become unsuitable before it turns solid. Increased viscosity, poor wetting, drag marks, reduced penetration, roller texture, and shortened flow time may indicate that usable working time has ended.

Do not add solvent, water, or another material to extend pot life unless the manufacturer expressly permits it.

Discard expired material: Do not apply a mixed unit after its permitted working time merely because it still looks liquid.

Placing the Material

Many resin membranes are poured promptly onto the prepared floor after mixing. Leaving mixed material concentrated in a container can accelerate the reaction and shorten the available application time.

Pour and distribute the material according to the manufacturer's instructions. Avoid leaving thick pools, uncontrolled ribbons, or long delays before spreading.

Squeegee and Back-Roll Application

A common installation method uses a notched or flat squeegee to distribute material, followed by back rolling to wet the surface uniformly and remove application lines. The exact tool and procedure must come from the manufacturer.

Squeegee Considerations

  • Use the specified notch or blade configuration.
  • Replace worn or damaged blades.
  • Maintain a consistent angle and pressure.
  • Do not stretch the material beyond the measured section.
  • Watch for material collecting in low areas.
  • Check coverage near edges, drains, and repairs.

Back-Rolling Considerations

  • Use the approved roller cover and nap.
  • Pre-remove loose roller fibers where appropriate.
  • Roll within the required time after placement.
  • Use controlled passes without excessive pressure.
  • Avoid whipping air into the membrane.
  • Maintain wet edges between application sections.
  • Replace contaminated or hardened roller covers.

Porous Concrete and Outgassing

Air within concrete pores can expand and escape into a wet membrane, producing bubbles, pinholes, or craters. This is commonly called outgassing.

Outgassing risk can increase while the substrate is warming. As air in the pores expands, it moves toward the surface. Application timing, temperature direction, primer selection, surface profile, and manufacturer procedure can influence the condition.

Ways to Manage Outgassing

  • Apply during stable or falling substrate temperatures when permitted.
  • Use the manufacturer-approved primer or scratch coat.
  • Work material into porous concrete according to instructions.
  • Avoid excessive rolling that introduces additional air.
  • Inspect the wet film while repairs can still be made.
  • Apply additional coats only when specified or approved.
Do not assume bubbles will close: A bubble that breaks can leave an open pinhole through the membrane. Inspect and repair according to the approved procedure.

Pinholes, Holidays, and Thin Areas

A moisture-mitigation membrane is intended to provide continuous coverage. Pinholes, holidays, missed areas, foam, embedded debris, and thin film can create pathways or weak points.

Inspection should occur during application and after the membrane reaches the stage required by the manufacturer. Use appropriate lighting and inspect from more than one direction.

Common Locations for Discontinuities

  • Porous or heavily profiled concrete
  • Edges and wall transitions
  • Cracks and repaired areas
  • Joints and saw cuts
  • Drains and penetrations
  • Between application sections
  • Areas with roller or squeegee overlap
  • Low spots and surface voids
  • Locations contaminated by dust or debris

Cracks, Joints, Edges, and Penetrations

Follow the approved details established before installation. Do not invent a detail while mixed material is reacting.

Rigid membranes should not be used to bridge active expansion or isolation joints unless a designed movement detail is included. Water entering through a crack or joint must be investigated before the membrane is applied.

Terminations at walls, columns, curbs, drains, and penetrations should be continuous and compatible with adjoining construction. Abrupt thin edges can become weak points.

Broadcast Aggregate and Subsequent Layers

Some membrane systems require aggregate broadcast into the wet film to provide a mechanical surface for a patch, underlayment, adhesive, or coating. Others prohibit broadcast or require a separate primer.

Confirm aggregate type, cleanliness, dryness, size, application rate, and whether the broadcast is light, uniform, or to refusal. Unbonded excess aggregate must be removed after cure without damaging the membrane.

If no broadcast is used, the next layer may need to be installed within a specific recoat window. Missing that window can require cleaning, abrasion, or application of an additional primer.

Curing the Membrane

Protect the membrane from water, condensation, dust, traffic, chemicals, temperature excursions, and other trades during cure.

Cure time varies with material, film thickness, air temperature, substrate temperature, and humidity. A surface that feels hard may not have reached the condition required for the next layer or service.

Before Applying the Next Layer

  • Confirm the minimum cure time has passed.
  • Confirm the maximum recoat time has not been exceeded.
  • Inspect for pinholes, holidays, foam, debris, and damage.
  • Repair discontinuities using the approved procedure.
  • Remove unbonded broadcast aggregate.
  • Verify surface cleanliness.
  • Confirm whether sanding or additional primer is required.
  • Recheck environmental conditions.
  • Obtain required inspection acceptance.

Application Problems and Responses

Observed Problem Possible Cause Response
Pinholes or bubbles Outgassing, porous concrete, introduced air, or thin application Stop, determine the cause, and use the approved repair procedure
Roller or squeegee lines Incorrect tool, late back rolling, high viscosity, or uneven distribution Correct technique and verify coverage while material is workable
Soft or sticky areas Incorrect ratio, poor mixing, expired material, or contamination Isolate the area and obtain manufacturer direction before covering
Fish eyes or surface separation Oil, silicone, chemical contamination, or incompatible residue Stop and investigate contamination; do not simply roll over it
Unexpectedly high material use Rough profile, porosity, absorption, waste, or thick application Verify area, consumption, surface condition, and required thickness
Unexpectedly low material use Material stretched too far, incorrect area, or thin film Stop and correct coverage before continuing
Blushing, haze, or surface film Humidity, condensation, cure condition, or product reaction Do not overcoat until the manufacturer approves corrective action

Installation Documentation

Complete records show that the membrane was installed under the approved conditions and at the specified coverage.

Record the Following

  • Project, date, floor area, and work-section identification
  • Surface-preparation method and accepted CSP
  • Moisture, pH, and substrate-test results
  • Air temperature, relative humidity, dew point, and surface temperature
  • Product names and component designations
  • Batch and lot numbers
  • Expiration dates and material temperatures
  • Mixing equipment, time, and transfer procedure
  • Time each unit was mixed and placed
  • Measured area assigned to each unit
  • Number of kits and actual coverage
  • Application tools and crew members
  • Observed pinholes, repairs, and additional coats
  • Broadcast aggregate or primer information
  • Cure, recoat, and inspection times
  • Photographs before, during, and after installation

Safety During Membrane Application

Review the current safety data sheets and project safety plan before handling the materials. Resin components, curing agents, solvents, cleaners, and repair products may cause skin, eye, respiratory, or sensitization hazards.

Provide appropriate gloves, eye protection, protective clothing, ventilation, respiratory protection when required, spill control, and safe waste handling. Prevent uncured material from contacting drains or the environment.

Application areas can become slippery. Control access, manage cords and hoses, provide suitable lighting, and maintain clear emergency exits.

Final Quality-Control Checklist

  • All measured work sections received the required material quantity.
  • Batch and application records are complete.
  • The membrane is continuous across the field and details.
  • No pinholes, holidays, foam, dry areas, or embedded debris remain.
  • Edges, cracks, joints, drains, and penetrations match approved details.
  • Soft, sticky, contaminated, or damaged areas have been addressed.
  • Environmental conditions remained acceptable through cure.
  • The membrane has reached the required cure condition.
  • The recoat window remains open or required preparation is complete.
  • Broadcast aggregate or primer requirements are satisfied.
  • The installed membrane has received required inspection and acceptance.
  • The surface is protected until the next layer is installed.

Knowledge Check

1. Why should the floor be divided into measured sections?

Answer: It allows the crew to compare each kit's required coverage with the actual area and helps prevent underapplication.

2. Why should full factory-packaged units usually be mixed?

Answer: Full units preserve the manufacturer's mix ratio and reduce field measuring errors.

3. Does material remaining liquid prove that its working time has not expired?

Answer: No. It may have lost the wetting, flow, or application properties required for proper performance.

4. What causes outgassing pinholes?

Answer: Air escaping from concrete pores into the wet membrane can create bubbles that break and leave pinholes.

5. Can coverage records alone prove that every area has the correct membrane thickness?

Answer: No. Coverage records should be combined with visual inspection and any required wet-film or other thickness-control method.

6. What should happen when soft or sticky membrane areas are discovered?

Answer: Isolate the area and obtain approved corrective direction. Do not hide it beneath the next layer.

Key Takeaway

Successful membrane installation requires more than spreading resin across a floor. Verify the substrate and environment, divide the floor into measured sections, mix complete units correctly, control coverage, maintain wet edges, inspect for pinholes and holidays, protect the cure, and document every batch and work area before the next layer is installed.

Technical References

Use the editions required by the project specification and follow current written instructions issued by the specified system manufacturer.

  • ASTM F3010-24 - Standard Practice for Two-Component Resin Based Membrane-Forming Moisture Mitigation Systems for Use Under Resilient Floor Coverings.
  • ICRI Guideline No. 710.3-2022 - Guide for the Mitigation of Moisture in Concrete Floor Slabs.
  • ICRI Guideline No. 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.
  • ASTM D7234 - Standard Test Method for Pull-Off Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers.
  • ASTM D3276 - Standard Guide for Painting Inspectors.
  • OSHA 29 CFR 1926.1153 - Respirable Crystalline Silica standard for construction.
  • Current technical data sheets, application instructions, safety data sheets, detail drawings, compatibility statements, and warranty requirements issued by the specified moisture-mitigation, repair, underlayment, adhesive, coating, and flooring manufacturers.

These references provide technical guidance but do not replace the project specification, applicable regulations, manufacturer requirements, or evaluation by a qualified professional. Final mixing, application, inspection, and repair decisions must be based on current documents and actual site conditions.

Coming Next

Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection



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 > 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 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
 > Commercial and Industrial Floor Coatings | Article 13 of 24
 > Commercial and Industrial Floor Coatings | Article 14 of 24
 > Commercial and Industrial Floor Coatings | Article 15 of 24
 > Commercial and Industrial Floor Coatings | Article 16 of 24
 > Commercial and Industrial Floor Coatings | Article 17 of 24
 > Commercial and Industrial Floor Coatings | Article 18 of 24
 > Commercial and Industrial Floor Coatings | Article 19 of 24
 > Commercial and Industrial Floor Coatings | Article 20 of 24
 > 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