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Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
Last Updated: 09/19/2026
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AirSprayTech Academy Certificate Program

When a Coating Should Not Be Applied

Article 12 of 20

One of the most important decisions an industrial coating contractor makes is the decision not to coat. When moisture, substrate, environmental, safety, or documentation requirements are not satisfied, stopping the work can prevent an expensive failure and protect everyone involved.

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The Most Expensive Gallon Is the One Applied at the Wrong Time

Once a coating, primer, or moisture-mitigation membrane has been mixed, the pressure to install it increases. Labor is on site, equipment is operating, and the schedule may already be tight.

Those pressures do not change the condition of the concrete or the product requirements. Material applied over an unacceptable substrate can fail even when it was mixed and applied correctly.

A professional contractor establishes stop-work criteria before material is opened. These criteria should come from the project specification, current technical data, approved installation procedure, and documented site conditions.

Contractor principle: It is better to document a delayed installation than to explain why an installation failed.

Immediate Stop-Work Conditions

Do not begin or continue coating when any of the following conditions exists:

  • Standing water or an actively wet surface
  • Water entering through cracks, joints, drains, or penetrations
  • Suspected hydrostatic pressure without an approved design
  • Condensation or inadequate separation between surface temperature and dew point
  • Required moisture results exceed the approved system limits
  • Required testing has not been completed or documented
  • Concrete is weak, unsound, contaminated, dusty, or improperly prepared
  • Environmental conditions are outside the manufacturer's limits
  • The coating system is not approved for the measured condition
  • Safety controls, ventilation, or required personal protective equipment are unavailable
  • The specification and manufacturer requirements conflict without written resolution
  • The contractor has been instructed to proceed without written acceptance of a known exception

Moisture Conditions That Should Stop Application

Standing or Visible Water

Primers, coatings, and mitigation membranes should not be applied over standing water unless the material is specifically designed and approved for that condition. Sweeping or vacuuming away visible water does not prove that the substrate is suitable.

Active Leakage

Water entering through a crack, joint, wall-floor transition, pipe penetration, or drain is an active source. It should be located and corrected or incorporated into a professionally designed waterproofing repair.

Suspected Hydrostatic Pressure

A standard moisture-vapor-control membrane should not automatically be used against active liquid-water pressure. Verify whether the proposed system is designed for positive-side or negative-side water exposure and the anticipated pressure.

Excessive Test Results

If an ASTM F2170, ASTM F1869, or other required test exceeds the published limit for any component of the proposed system, installation should stop until an approved response is provided.

The most permissive component does not control. The complete assembly is limited by the least moisture-tolerant applicable component unless an approved mitigation system changes that requirement.

Unknown Moisture Condition

If the specification or manufacturer requires testing and the test has not been performed, the moisture condition is unknown. A dry appearance is not a substitute for required test results.

Environmental Conditions That Should Stop Application

Condition Why Work Should Stop Required Response
Surface temperature too close to dew point Condensation may form at the bond line Stabilize conditions and obtain compliant readings
Visible condensation Water can interfere with wetting, adhesion, and cure Stop work, dry the surface, and correct the cause
Air or substrate below minimum temperature Material may become viscous, cure slowly, or fail to penetrate Warm and stabilize the area without adding contamination or moisture
Air or substrate above maximum temperature Pot life and working time may become dangerously short Cool the area or reschedule the installation
Relative humidity above product limit Cure, appearance, or adhesion may be affected Use approved environmental controls or delay work
Conditions cannot be maintained during cure A compliant application may become noncompliant before cure is complete Provide continuous controls or postpone installation
Do not rely on the morning reading: Environmental conditions must be rechecked during the work and whenever weather, doors, HVAC operation, temporary heat, sunlight, or the work location changes.

Concrete Conditions That Should Stop Application

Weak or Unsound Concrete

A coating cannot compensate for concrete that lacks adequate surface strength. Scaling, dusting, freeze damage, weak paste, delamination, spalling, and deteriorated repairs must be removed or repaired according to an approved procedure.

Laitance

Laitance is a weak surface layer that may contain fine cement particles and water. A coating bonded to laitance can separate with the weak layer attached to its underside. The surface must be mechanically prepared to sound concrete.

Contamination

Oil, grease, silicone, wax, curing compound, sealer, tire residue, chemicals, soap, adhesive, and process contamination can prevent adhesion or react with the coating.

Grinding contamination deeper into the slab does not remove it. The contamination must be identified and removed using an approved process, followed by verification when required.

Insufficient Surface Profile

The prepared concrete must provide the profile required by the coating or membrane manufacturer. A smooth, polished, or tightly finished surface may not provide sufficient mechanical anchorage.

Excessive Surface Damage

Overly aggressive preparation can expose aggregate, create fractures, damage edges, and produce a profile that cannot be covered at the specified film thickness. Repair or leveling may be necessary before coating.

Unresolved Cracks and Joints

Cracks and joints must be evaluated and treated according to their function and expected movement. Rigidly coating an active expansion or isolation joint can transfer movement into the coating and cause cracking or delamination.

Surface Contamination Warning Signs

  • Water beads instead of wetting the surface
  • Dark areas remain after preparation
  • Oil or chemical odor is present
  • Residue transfers to a clean cloth
  • Previous coating remains in pores or low areas
  • Grinding smears rather than removes the material
  • Surface feels waxy, greasy, or unusually slick
  • Unexpected color or staining reappears
  • Test patches show loss of adhesion
  • Facility records indicate spills or chemical exposure

Product and System Conditions That Should Stop Application

Unapproved Product Substitution

A product with similar marketing language is not automatically equivalent. Substitutions should be approved in writing by the responsible specification authority and evaluated as part of the complete system.

Missing Technical Information

Do not proceed when current technical data, application instructions, mixing ratios, coverage, film thickness, environmental limits, moisture limits, or recoat requirements are unavailable.

Expired or Damaged Material

Material that is expired, frozen, overheated, contaminated, leaking, crystallized, or improperly stored should be quarantined until the manufacturer provides written disposition.

Incompatible Components

Primer, membrane, patch, adhesive, coating, broadcast aggregate, and flooring must be approved for use together. Compatibility should not be assumed merely because the components share the same generic chemistry.

Missing Manufacturer Approval

Unusual moisture conditions, active leakage, contamination, unverified preparation, or installation outside published limits requires written project-specific direction. Verbal assurances should be documented and confirmed.

Workmanship Conditions That Should Stop Application

  • The mixing equipment cannot produce a uniform blend.
  • Workers have not been trained in the approved installation procedure.
  • The crew cannot maintain the required application rate or film thickness.
  • The batch is too large for the available working time.
  • Required induction time cannot be followed.
  • The area cannot be protected during cure.
  • Dust from nearby work is entering the application area.
  • Other trades are crossing or contaminating prepared surfaces.
  • Lighting is inadequate for inspection and application.
  • Ventilation creates unsafe conditions or disrupts coating placement.
  • Required wet-film or coverage-control tools are unavailable.
  • Batch, lot, environmental, and installation records are not being maintained.

Safety Conditions That Require a Stop

Production pressure never justifies unsafe work. Stop when required respiratory protection, ventilation, containment, fire protection, fall protection, lockout/tagout, electrical controls, or personal protective equipment is missing.

Review the current safety data sheets and project safety plan before materials arrive on the floor. Consider chemical exposure, flammability, oxygen displacement, confined spaces, silica dust, noise, heat stress, and interaction with facility operations.

Safety stop: If conditions create an immediate hazard to workers, occupants, equipment, or the facility, stop and secure the work area. Production and scheduling concerns do not override safety requirements.

Documentation Conditions That Should Stop Application

The physical conditions may appear suitable, but work should still stop when required documentation is missing or contradictory.

  • The approved system and scope are unclear.
  • The specification references outdated or conflicting product information.
  • Moisture acceptance limits are not identified.
  • Required tests have not been completed.
  • Test reports cannot be traced to the work area.
  • The owner has not addressed documented water intrusion.
  • Crack and joint treatment responsibilities are unresolved.
  • The manufacturer has not approved a proposed deviation.
  • The substrate acceptance form has not been completed.
  • A known exception is supported only by a verbal instruction.

How to Issue a Professional Stop-Work Notice

A stop-work notice should be factual, specific, and limited to the affected condition. It should explain what was observed, which requirement is not satisfied, where the condition exists, and what is needed before work can resume.

  1. Identify the affected area. Use room names, grid lines, floor-plan markings, or measured locations.
  2. State the observed condition. Record facts such as standing water, an RH result, surface temperature, or visible contamination.
  3. Cite the governing requirement. Reference the specification, manufacturer instruction, approved procedure, or safety requirement.
  4. Photograph and document. Include test results, instrument details, times, dates, and environmental readings.
  5. State that affected work is paused. Avoid vague language that could be interpreted as approval to continue.
  6. Identify the required response. Request correction, investigation, retesting, or written direction from the authorized party.
  7. Define restart requirements. State what documentation or compliant condition is needed before work resumes.

A Simple Go-or-No-Go Decision

1. Are required test results available and acceptable?

If no, do not coat.

2. Is the concrete clean, sound, dry as required, and properly profiled?

If no, do not coat.

3. Are cracks, joints, leaks, and water sources resolved?

If no, do not coat.

4. Are air, surface, humidity, and dew-point conditions acceptable?

If no, do not coat.

5. Is the complete system approved for the documented conditions?

If no, do not coat.

6. Can safe, compliant conditions be maintained through cure?

If no, do not coat.

Written Direction Does Not Change Product Limits

An owner or general contractor may instruct the coating contractor to proceed despite a known problem. Written instruction is important documentation, but it does not make an unsuitable condition technically acceptable or guarantee manufacturer warranty coverage.

Before proceeding with any deviation, obtain written confirmation from the responsible specification authority and the system manufacturer. Clearly define warranty, responsibility, and acceptance consequences.

Liability warning: A contractor should not knowingly install a system outside published limitations simply because another party accepts financial responsibility. Safety, code, professional obligations, and foreseeable failure must still be considered.

Restarting the Work

Work should resume only after the unacceptable condition has been corrected or an approved alternate system has been provided.

Before Restarting, Confirm That

  • The moisture or water source has been evaluated.
  • Required corrective work has been completed.
  • The substrate has been reinspected and retested where required.
  • Environmental conditions are stable and compliant.
  • The surface remains clean and properly prepared.
  • Previously prepared areas have not become contaminated or polished.
  • The complete proposed system is approved in writing.
  • Product shelf life, storage, and condition remain acceptable.
  • Safety controls are in place.
  • The restart authorization and supporting records are retained.

Knowledge Check

1. Should a coating be applied when required moisture tests have not been completed?

Answer: No. When testing is required, appearance or schedule pressure cannot replace documented results.

2. Can a moisture-mitigation membrane automatically be installed over active leakage?

Answer: No. The source and exposure must be investigated, and the system must be specifically designed and approved for the condition.

3. Why can weak concrete cause coating failure?

Answer: The coating may remain bonded to the weak surface layer while that layer separates from the sound concrete below.

4. Is one acceptable morning environmental reading enough for the entire workday?

Answer: No. Conditions must be monitored during application and cure and whenever weather, HVAC, doors, or work locations change.

5. Does written direction from an owner change a manufacturer's product limit?

Answer: No. A deviation requires appropriate technical review and written approval and may still affect safety, performance, and warranty coverage.

6. What should happen before stopped work resumes?

Answer: The condition must be corrected or an approved alternate system provided, followed by inspection, required retesting, and written restart authorization.

Key Takeaway

Do not apply a coating simply because the crew, material, and schedule are ready. Proceed only when the substrate is sound and properly prepared, moisture and environmental results are acceptable, water sources are controlled, the complete system is approved, safety controls are in place, and the supporting documentation is complete.

Technical References

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

  • ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In Situ Probes.
  • ASTM F1869 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.
  • ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring.
  • ASTM D4263 - Standard Practice for Indicating Moisture in Concrete by the Plastic Sheet Method.
  • 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.
  • ICRI Guideline No. 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.
  • ICRI Guideline No. 710.3 - Guide for the Mitigation of Moisture in Concrete Floor Slabs.
  • OSHA 29 CFR 1926.1153 - Respirable Crystalline Silica standard for construction.
  • Current technical data sheets, installation instructions, and safety data sheets issued by the specified coating, adhesive, primer, repair, and moisture-mitigation system manufacturers.

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

Coming Next

Article 13 of 20 - Selecting a Moisture-Mitigation System



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 > 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 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
 > 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