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Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
Last Updated: 09/19/2026
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Pinholes, Holidays, and Membrane Inspection

Article 16 of 20

A moisture-mitigation membrane is intended to form a continuous film. Pinholes, holidays, thin areas, cracks, bubbles, contaminated spots, and damaged details can interrupt that continuity. Careful inspection and documented repairs are required before the membrane is covered.

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Inspection Must Occur Before the Membrane Disappears

Once an underlayment, adhesive, coating, or flooring material is installed, the moisture-mitigation membrane can no longer be inspected directly. Defects that could have been repaired easily become concealed beneath an expensive finished assembly.

The contractor should establish a formal membrane-inspection and acceptance step before allowing the next trade or system layer to proceed.

Contractor principle: A membrane that looks generally covered is not necessarily continuous. Inspect the field, edges, details, repairs, and transitions before the next layer hides the evidence.

Understanding the Terminology

Term General Meaning Typical Concern
Pinhole A very small opening extending through or into the membrane May provide a localized pathway through the film
Holiday A discontinuity, missed area, void, or defect in the coating Interrupts continuous membrane coverage
Bubble A raised area containing air, vapor, gas, or liquid May break into a pinhole or indicate poor bond
Crater A circular depression formed when a bubble or contaminant disrupts the film May leave reduced thickness or an open center
Fish eye A circular separation where the coating pulls away from contamination Often associated with oil, silicone, or low-surface-energy contamination
Thin area Membrane present below the required film thickness or coverage May not provide the expected moisture-control performance
Dry spot Concrete not fully wetted or covered by membrane Can result from underapplication, porosity, or poor technique
Delamination Loss of bond between the membrane and substrate or another layer May indicate contamination, weak concrete, moisture, or application error

Why Pinholes Form

Pinholes can result from air escaping the concrete, insufficient membrane thickness, excessive rolling, surface porosity, contamination, foam, or bubbles that break before the material closes.

Common Causes

  • Air escaping from porous concrete during substrate warming
  • An excessively rough or open concrete surface
  • Insufficient material applied over the measured area
  • Failure to use a required primer or scratch coat
  • Overworking the membrane with a roller
  • Using an incorrect roller cover or squeegee
  • Mixing air into the material at excessive speed
  • Foam or bubbles remaining after mixing
  • Oil, silicone, chemical, or cleaner contamination
  • Dust or loose material trapped at the surface
  • Applying material after its usable working time
  • Rapid environmental or substrate-temperature changes

Outgassing From Concrete

Concrete contains air within its pore structure. When the substrate warms, that air can expand and move outward. If a wet membrane is present, the escaping air can form bubbles.

Some bubbles close while the material remains fluid. Others break and leave open pinholes or craters. A surface can therefore appear acceptable during placement and show defects later.

Application during stable or falling substrate temperatures may reduce outgassing when permitted by the manufacturer. Approved primers, scratch coats, application methods, and additional coats may also be used.

Outgassing is not the only cause: Do not assume every bubble came from concrete pores. Evaluate mixing, contamination, product age, application tools, environmental conditions, and film thickness.

Where Defects Are Commonly Found

  • Heavily profiled or porous concrete
  • Edges and wall-floor transitions
  • Corners and areas behind columns
  • Cracks and repaired areas
  • Construction joints and saw cuts
  • Drains, trenches, and penetrations
  • Application-section boundaries
  • Squeegee and roller overlap lines
  • Low areas where material collected
  • High spots where the film was pulled thin
  • Areas prepared with different equipment
  • Locations where debris or traffic disturbed the wet film

Lighting Is an Inspection Tool

Pinholes and holidays can be difficult to see under ordinary overhead lighting. Use bright, portable lighting positioned at a low angle across the surface. Raking light can reveal bubbles, craters, texture changes, dry spots, debris, and damaged areas.

Inspect from more than one direction. Glossy membranes can reflect light and hide defects when viewed from only one position.

When to Inspect

Inspection Stage What to Look For
During placement Coverage, wetting, application lines, foam, bubbles, contamination, and missed areas
While material remains repairable Pinholes, outgassing, thin spots, edge details, and wet-edge continuity
After initial cure Open pinholes, craters, holidays, soft areas, blush, debris, and damage
After repairs Complete coverage, proper overlap, cure, and absence of recurring defects
Before the next layer Final continuity, cleanliness, recoat condition, and documented acceptance

Visual Inspection Procedure

  1. Divide the floor into inspection sections. Use the same section numbers employed in the application records.
  2. Provide adequate lighting. Use general illumination and portable low-angle lighting.
  3. Walk a consistent pattern. Inspect the complete area rather than only visibly questionable locations.
  4. Inspect the field. Look for pinholes, bubbles, craters, dry spots, texture changes, foam, contamination, and embedded debris.
  5. Inspect every detail. Examine edges, walls, columns, cracks, joints, drains, penetrations, and terminations.
  6. Mark each defect. Use an approved removable marker or floor-plan reference without contaminating the membrane.
  7. Photograph representative conditions. Include location and scale where useful.
  8. Prepare a repair list. Identify the defect type, location, and approved correction.
  9. Reinspect every repair. Do not close the inspection record until repairs are accepted.

Coverage Records Support Inspection

Compare actual material use with the measured floor area. Unexpectedly low consumption can indicate underapplication even when the surface appears uniformly colored.

Unexpectedly high use may indicate excessive profile, concrete porosity, unusually thick application, waste, inaccurate area measurements, or material collecting in low areas.

Consumption records do not locate individual pinholes, but they provide important evidence when combined with visual inspection and other approved testing.

Wet-Film and Thickness Evaluation

Wet-film gauges may help evaluate coating thickness on relatively smooth surfaces. Rough concrete makes measurement more difficult because the film follows peaks and valleys.

Do not use an unapproved thickness method to claim compliance. Follow the membrane manufacturer's written procedure and recognize that coverage-per-kit control may be the primary field method for some systems.

If destructive thickness measurements or samples are required, establish the number, location, acceptance criteria, and repair procedure before testing.

Continuity and Holiday Testing on Concrete

ASTM D4787 addresses continuity verification of liquid or sheet linings applied to concrete substrates. The method, equipment, voltage, grounding, substrate condition, and lining thickness must be appropriate for the installed system.

Electrical holiday detection commonly depends on a conductive path between the test electrode and the substrate or another grounded conductor. Concrete conductivity can vary with moisture, density, salts, thickness, reinforcement, and grounding arrangements.

Not every moisture-mitigation membrane is suitable for electrical holiday testing. Thin membranes, conductive fillers, broadcast aggregate, damp surfaces, complex details, or unsuitable equipment can produce unreliable results or damage the film.

Do not improvise holiday testing: Use electrical continuity testing on a concrete moisture-mitigation membrane only when the specification and membrane manufacturer approve the method, equipment, test voltage, grounding, timing, and repair procedure.

Low-Voltage Versus High-Voltage Testing

Method General Use Major Concern
Low-voltage wet-sponge testing Commonly used for thinner nonconductive films over suitable conductive substrates Concrete conductivity, surface moisture, wetting solution, and grounding affect results
High-voltage spark testing Commonly used for thicker nonconductive linings when specifically approved Excessive voltage can puncture or damage the membrane

Standards developed for pipeline coatings or conductive metal substrates should not be transferred automatically to a thin floor membrane over concrete. Use the procedure applicable to the actual lining and substrate.

Establishing the Test Procedure

When electrical continuity testing is required, the written procedure should be approved before the membrane is installed.

The Procedure Should Define

  • The governing standard and edition
  • Membrane product and expected thickness
  • Permitted cure stage before testing
  • Detector type and model
  • Low-voltage or high-voltage method
  • Required voltage or instrument setting
  • Grounding method
  • Electrode, sponge, brush, or probe configuration
  • Wetting solution when applicable
  • Travel speed and overlap
  • Instrument calibration or functional verification
  • Defect-marking method
  • Repair and retest procedure
  • Safety controls and qualified personnel

Instrument Verification

Check the detector according to the manufacturer's instructions before testing and at required intervals. Verify that the alarm functions and the grounding connection is effective.

A detector that does not respond to a known test condition cannot provide reliable inspection results. Document the equipment identification, settings, verification, and operator.

Repairing Pinholes and Holidays

Repair procedures vary with membrane chemistry, cure stage, recoat window, defect type, and surrounding condition. Follow the manufacturer's written instructions.

  1. Mark and document the defect. Record its location, type, and size.
  2. Determine the cause. Check for outgassing, contamination, soft material, thin film, damage, or a recurring substrate condition.
  3. Remove unsound material. Do not coat over soft, unbonded, or contaminated membrane.
  4. Prepare the repair area. Clean or abrade it as required without damaging surrounding sound membrane.
  5. Apply compatible repair material. Maintain required overlap, thickness, and detailing.
  6. Allow proper cure. Protect the repair from traffic, moisture, condensation, and contamination.
  7. Reinspect and retest. Confirm that the defect is closed before the next system layer is installed.

When a Second Coat May Be Required

Widespread pinholing or excessive porosity may require more than isolated spot repairs. A manufacturer-approved additional coat may be necessary.

Before applying another coat, confirm surface preparation, recoat window, cleanliness, required abrasion, primer, coverage, and compatibility. An additional coat should not be used to hide soft material, contamination, or poor adhesion.

Repair the cause: If defects continue forming, stop applying more material until the underlying cause has been identified.

Inspecting Repairs, Joints, and Details

Repairs and transitions deserve the same inspection as the open floor. Check that crack-repair materials remain bonded, moving joints are honored, drain details remain open and functional, and penetrations are sealed according to the approved design.

Watch for thin edges, abrupt terminations, uncoated vertical faces, wrinkles, voids, bridging, and missed corners.

Soft or Uncured Membrane

Soft, sticky, rubbery, or discolored areas may indicate incorrect mix ratio, incomplete mixing, expired material, contamination, low temperature, or material applied after its working time.

Do not apply another layer over an unexplained soft area. Mark and isolate it, review the batch and mixing records, and obtain approved corrective direction.

Blush, Haze, and Surface Contamination

Some resin systems can develop a surface film, haze, blush, or contamination during cure. This can interfere with adhesion of the next layer.

Do not assume that abrasion alone or a solvent wipe will correct the condition. Follow the manufacturer's specific cleaning, preparation, and recoat procedure.

Final Acceptance Documentation

Record the Following

  • Project, date, floor area, and inspection-section numbers
  • Inspector's name and qualification
  • Membrane product, batches, and installation date
  • Actual material consumption and covered area
  • Environmental conditions during installation and inspection
  • Visual-inspection method and lighting
  • Pinholes, holidays, bubbles, soft areas, and other defects located
  • Floor plan showing defect and repair locations
  • Photographs of representative defects and repairs
  • Electrical continuity procedure and approval when used
  • Detector model, serial number, settings, and verification
  • Repair materials and procedures
  • Repair cure and reinspection results
  • Final acceptance date and approving parties

Membrane Acceptance Checklist

  • The entire membrane surface has been inspected systematically.
  • Edges, corners, walls, columns, drains, and penetrations are continuous.
  • Cracks and joints match the approved details.
  • No open pinholes, holidays, craters, or dry spots remain.
  • No unexplained bubbles, fish eyes, or delaminated areas remain.
  • No soft, sticky, uncured, or contaminated membrane remains.
  • Material consumption agrees with the required coverage.
  • Required continuity testing has been completed and documented.
  • Every defect has been repaired and reinspected.
  • The membrane is within the permitted recoat condition.
  • The accepted surface is protected from traffic and contamination.
  • Written acceptance is complete before the next layer begins.

Safety During Continuity Testing

Electrical holiday detectors can present shock, ignition, and equipment hazards. High-voltage instruments require properly trained personnel and manufacturer-approved procedures.

Do not use electrical test equipment in flammable atmospheres or near uncured materials containing ignitable vapors unless the complete operation has been evaluated and approved. Follow equipment instructions, site electrical requirements, grounding procedures, and applicable safety rules.

Wet-sponge testing introduces water onto the membrane. Control slip hazards, protect electrical equipment, and remove residual moisture before subsequent coating work.

Knowledge Check

1. What is a holiday in a membrane?

Answer: It is a missed area, void, opening, or other discontinuity that interrupts the coating or membrane film.

2. Why should inspection occur before the next system layer is installed?

Answer: The membrane becomes concealed afterward, making defects difficult and expensive to locate and repair.

3. Can material-consumption records locate every pinhole?

Answer: No. They help evaluate overall coverage but must be combined with systematic visual inspection and required continuity testing.

4. Is electrical holiday testing appropriate for every membrane over concrete?

Answer: No. The method, voltage, grounding, substrate, film thickness, and product must be specifically approved.

5. Why can high-voltage testing be dangerous to a membrane?

Answer: An excessive or incorrect voltage can electrically break down and puncture an otherwise sound film.

6. What should happen after a pinhole is repaired?

Answer: The repair should be allowed to cure and then reinspected or retested using the approved procedure.

Key Takeaway

A moisture-mitigation membrane must be continuous before it is covered. Inspect the complete surface under suitable lighting, compare coverage with material use, document every defect, use electrical continuity testing only when specifically approved, repair the underlying cause, and reinspect every repair before accepting the membrane.

Technical References

Use the editions required by the project specification and follow current written instructions issued by the membrane and test-equipment manufacturers.

  • ASTM D4787-24 - Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates.
  • ASTM F3010-24 - Standard Practice for Two-Component Resin Based Membrane-Forming Moisture Mitigation Systems for Use Under Resilient Floor Coverings.
  • ASTM G62-23 - Standard Test Methods for Holiday Detection of Coatings Used to Protect Pipelines. Its applicability is limited to its scope and should not be transferred automatically to concrete-floor membranes.
  • AMPP SP0188 - Discontinuity Holiday Testing of New Protective Coatings on Conductive Substrates.
  • ICRI Guideline No. 710.3-2022 - Guide for the Mitigation of Moisture in Concrete Floor Slabs.
  • Current technical data sheets, inspection procedures, application instructions, safety data sheets, detail drawings, and repair requirements issued by the specified moisture-mitigation and flooring-system manufacturers.

These references provide technical guidance but do not replace the project specification, applicable safety requirements, manufacturer instructions, or evaluation by a qualified professional. Final inspection and continuity-testing procedures must be approved for the specific membrane, substrate, thickness, and project conditions.

Coming Next

Article 17 of 20 - Primers, Underlayments, Adhesives, and System Compatibility



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 > 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 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