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Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
Last Updated: 09/21/2026
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Commercial and Industrial Floor Coatings for Professional Contractors

Article 23 of 24

Floor-Coating Inspection, Testing, Defects, and Repairs

Finding Problems Early and Correcting Their Causes

Quality control does not begin after the final coat is installed. Professional floor-coating inspection starts with the concrete and continues through preparation, mixing, application, cure, final testing, repair, and acceptance.

Inspection Is a Process, Not a Final Walkthrough

A final inspection can identify visible defects, but it cannot reconstruct conditions that were never measured or work that was covered by later coats. Once a flooring system is complete, the concrete profile, repair preparation, primer coverage, embedded aggregate, and individual layer thicknesses may no longer be visible.

Each stage should therefore be inspected and accepted before it is covered. The contractor should record materials, batch numbers, mixing times, environmental conditions, application quantities, coverage, cure intervals, testing, and repairs.

Good documentation protects the owner and the contractor. It shows what was done, where it was done, which conditions existed, and how the completed work was evaluated.

Four Stages of Floor-Coating Inspection

1. Pre-Installation

Confirm the concrete condition, moisture results, contamination, repairs, joints, access, environmental controls, materials, equipment, and approved system.

2. Surface Preparation

Verify cleanliness, soundness, surface profile, dust removal, repair acceptance, edge preparation, and detail readiness.

3. Application

Observe mixing, batch control, coverage, film thickness, aggregate distribution, recoat timing, workmanship, and environmental conditions.

4. Final Acceptance

Inspect appearance, cure, texture, continuity, adhesion, thickness, details, repairs, cleanliness, and readiness for the intended service.

Pre-Installation Inspection

The contractor should inspect the work area before mobilizing application crews. Existing conditions should be documented with written notes, marked drawings, test reports, and dated photographs.

  • Concrete age, condition, strength, and previous repairs
  • Cracks, joints, spalls, delamination, and surface laitance
  • Oil, grease, chemicals, curing compounds, sealers, and adhesives
  • Moisture test locations, methods, conditions, and results
  • Floor flatness, slope, drainage, and standing-water areas
  • Drains, penetrations, equipment bases, walls, and transitions
  • Ambient and concrete temperature, humidity, and dew point
  • Required mockups, test areas, colors, textures, and acceptance criteria

Conditions outside the contract requirements should be reported in writing before work proceeds. Beginning installation without documenting an unacceptable substrate may transfer unnecessary risk to the flooring contractor.

Inspecting Surface Preparation

Prepared concrete should be clean, sound, dry as required, and uniformly profiled for the selected system. The correct profile exposes sound concrete without unnecessarily damaging the slab.

Preparation Acceptance Questions

  • Has weak laitance and unsound concrete been removed?
  • Does the surface match the specified concrete surface profile?
  • Have oil, grease, chemicals, adhesives, and other contaminants been removed?
  • Are edges, corners, drains, and vertical surfaces properly prepared?
  • Has dust been removed using suitable industrial vacuum equipment?
  • Are cracks, joints, and repairs ready to receive the flooring system?
  • Has the concrete been damaged by overly aggressive preparation?
  • Have all required tests and inspections been documented?

Preparation acceptance should occur before primer application. Photographs and written records should include representative floor areas as well as cracks, drains, edges, repairs, and transitions.

Application Quality-Control Checks

Inspection Point What to Verify Why It Matters
Material identity Correct product, component, color, batch, and expiration status Prevents incompatible or incorrect materials from entering the system
Mix ratio Complete units or accurately proportioned components Incorrect ratios can prevent proper cure and property development
Mixing Correct equipment, speed, time, sequence, and container scraping Reduces unmixed material, air entrainment, and inconsistent cure
Environmental conditions Air temperature, surface temperature, humidity, and dew point Conditions affect condensation, flow, working time, and cure
Coverage and thickness Area covered, material consumed, wet film, and system build Under-application may reduce performance and hide defects poorly
Aggregate Correct type, cleanliness, broadcast rate, and distribution Aggregate affects thickness, texture, wear, and slip resistance
Recoat interval Minimum and maximum times for each floor section Incorrect timing can cause trapped material or poor intercoat adhesion
Workmanship Uniformity, edges, seams, roller marks, bubbles, debris, and missed areas Early correction is easier before the coating cures or is covered

Common Floor-Coating Defects

A defect is a visible or measurable condition that differs from the approved requirement. The appearance of a defect may suggest a cause, but diagnosis should be based on evidence rather than appearance alone.

Pinholes and Bubbles

Possible causes include concrete outgassing, air introduced during mixing, porous concrete, incorrect rolling, excessive film thickness, or unsuitable environmental conditions.

Blisters

Possible causes include moisture vapor, osmotic pressure, contamination, trapped solvent or water, poor adhesion, and application over an unacceptable substrate.

Delamination

Possible causes include weak concrete, laitance, contamination, insufficient profile, condensation, missed recoat windows, and incompatible materials.

Soft or Uncured Areas

Possible causes include incorrect proportioning, incomplete mixing, wrong components, low temperature, contamination, or application beyond usable working time.

Fish Eyes and Craters

Possible causes include silicone, oil, grease, cleaning residue, airborne contamination, or poor surface wetting.

Uneven Color or Gloss

Possible causes include batch variation, incomplete mixing, unequal thickness, inconsistent rolling, different cure conditions, or contamination.

Peeling at Edges

Possible causes include weak terminations, insufficient edge preparation, impact, water intrusion, feathered coating edges, or movement at transitions.

Cracking

Possible causes include concrete movement, reflective cracking, shrinkage, structural movement, thermal stress, incorrect joint treatment, or an overly rigid repair.

Diagnose the Cause Before Repairing the Symptom

A blister can be cut out and filled, but the repair may fail again if moisture vapor, contamination, or poor preparation remains beneath it. A crack can be coated over, but it may reflect through again if the crack is moving.

Defect investigation should determine:

  • Where the defect occurs and whether it follows a pattern
  • Which flooring layer failed
  • Whether the failure is adhesive, cohesive, or within the concrete
  • Whether moisture, contamination, movement, or chemical exposure is present
  • Whether mixing, coverage, temperature, or recoat records reveal a connection
  • Whether the condition is isolated or representative of a larger problem

The visible edge of a defect may not show its full extent. Sounding, probing, adhesion testing, moisture evaluation, sample removal, or other investigation may be needed to establish repair boundaries.

Useful Inspection and Testing Methods

Method Purpose Important Limitation
Visual inspection Identifies appearance, contamination, missed areas, texture, and visible defects Cannot confirm hidden bond strength, moisture, or complete cure
Concrete surface-profile comparison Compares prepared concrete with recognized profile references Requires representative inspection across the complete floor
Wet-film measurement Checks applied thickness while material is wet May be difficult on textured or aggregate-filled systems
Material usage calculation Compares installed area with the quantity of material consumed Does not show local thin or thick areas
Pull-off adhesion testing Measures tensile adhesion strength and identifies the failure plane Is destructive and requires proper test locations and repairs
Holiday or continuity testing Locates discontinuities in suitable nonconductive lining systems Voltage and procedure must match the system thickness and specification
Hardness or cure evaluation Assesses whether material has developed expected cure properties Results must be interpreted using the product and approved procedure
Moisture testing Evaluates moisture conditions in or at the concrete slab Different tests measure different conditions and are not interchangeable

Testing Floor-Coating Thickness

Measuring thickness on concrete is more difficult than measuring a coating on smooth metal. Concrete is rough and variable, and many flooring systems contain aggregate or multiple layers.

Contractors commonly control thickness through a combination of:

  • Measured floor area
  • Known material volume
  • Specified coverage rate
  • Wet-film measurements where practical
  • Placement gauges or depth checks for thicker systems
  • Core or sample measurements when specified
  • Recorded aggregate and resin consumption

Material usage alone is not enough. Extra material around drains, cracks, coves, low areas, and waste can make the average usage appear correct while portions of the floor remain thin.

Adhesion Testing

Pull-off testing can help evaluate the tensile bond between the flooring system and concrete. A loading fixture is bonded to the surface, the coating is cut around the fixture when required, and tensile force is applied perpendicular to the floor.

The reported strength is important, but the failure location is also critical. Failure may occur:

  • Within the concrete
  • At the concrete-to-primer interface
  • Within one of the flooring layers
  • Between flooring layers
  • Within the adhesive used to attach the testing fixture

Test frequency, locations, acceptance values, concrete condition, equipment, adhesive cure, cutting procedure, and repair method should be agreed upon before testing begins.

Holiday and Continuity Testing

Holiday testing is used on certain nonconductive coating and lining systems to locate pinholes, voids, or discontinuities. It is most commonly associated with systems intended to provide continuous protection against liquid or chemical exposure.

The test method and voltage must be appropriate for the coating type, thickness, substrate, and specification. Excessive voltage or an unsuitable method can damage the system. Testing should be performed only after the coating has cured sufficiently.

Important: Do not perform holiday testing simply because a tester is available. Obtain the flooring manufacturer's written approval and follow the specified test method, voltage, cure time, and repair procedure.

Developing a Repair Procedure

Repairs should restore the required bond, thickness, continuity, texture, chemical resistance, appearance, and cleanability. The written procedure should identify:

  1. The confirmed or suspected cause of the defect
  2. The boundaries of unsound or unacceptable material
  3. The method for removing defective material
  4. The required edge geometry and surface preparation
  5. The repair materials and installation sequence
  6. Environmental and substrate conditions
  7. Recoat and cure requirements
  8. Final inspection and testing

Repair edges should not be left as thin, weak feathers unless the repair system specifically permits that detail. Saw-cut, keyed, or otherwise defined terminations may be required to provide a durable transition.

Repair Appearance and Owner Expectations

A structurally sound repair may remain visible. Differences in age, batch, texture, aggregate distribution, color, gloss, lighting, and application method can make an isolated repair noticeable.

Before repairing a prominent area, the contractor and owner should agree whether the objective is:

  • Functional restoration only
  • A localized color- and texture-matched repair
  • Recoating to natural boundaries
  • Recoating the entire room or floor area

Expectations should be documented before work begins. Terms such as invisible repair or perfect match should be avoided unless a representative mockup proves that result is achievable.

Practical Contractor Checklist

  1. Establish inspection and acceptance criteria before mobilization.
  2. Document existing concrete conditions and previous repairs.
  3. Record moisture testing, environmental conditions, and surface profile.
  4. Inspect each stage before it is covered by the next layer.
  5. Track products, batch numbers, mix times, quantities, and coverage.
  6. Record recoat times for each floor section.
  7. Correct bubbles, pinholes, debris, and missed areas while access remains practical.
  8. Identify the failure plane and underlying cause before developing a repair.
  9. Obtain manufacturer guidance for uncertain defects or major repairs.
  10. Define repair boundaries, materials, preparation, and acceptance tests.
  11. Discuss the expected appearance of repaired areas with the owner.
  12. Complete and document final inspection before releasing the floor.

Safety and Professional Responsibility

Inspection and repair work can involve cutting, grinding, drilling, solvents, reactive resins, electrical test equipment, and exposure to operating facilities. Follow current safety data sheets, equipment instructions, respiratory-protection requirements, dust-control procedures, lockout/tagout rules, and site-specific safety plans.

Testing should be performed by qualified personnel using suitable, calibrated, and verified equipment. The contractor should not alter test locations, acceptance values, or procedures merely to obtain a passing result.

Key Takeaway

The best inspection program finds problems while they can still be corrected. Inspect every stage, record the conditions, use appropriate tests, diagnose causes rather than symptoms, and repair the floor using a written procedure with defined acceptance requirements.

Knowledge Check

1. Why is final inspection alone insufficient?

Later layers hide the concrete profile, repairs, primer, embedded aggregate, and earlier coats. Each stage must be inspected before it is covered.

2. Why should the failure plane be recorded during adhesion testing?

The failure location helps determine whether the weakness is within the concrete, at the concrete-to-coating interface, within a flooring layer, or between layers.

3. Why is material usage not enough to confirm uniform floor thickness?

Waste and extra material used at cracks, drains, coves, and low areas may make average consumption appear correct while other portions remain below the required thickness.

4. What should be determined before repairing a blister or delaminated area?

The underlying cause and the complete extent of unsound material should be determined. Repairing only the visible symptom may allow the failure to return.

5. Why should repair appearance be discussed with the owner in advance?

A functional repair may remain visible because of differences in color, gloss, texture, aggregate, application, or material age. The expected appearance and repair boundaries should be agreed upon before work begins.

Technical References

  • ASTM D4258, Standard Practice for Surface Cleaning Concrete for Coating.
  • ASTM D4259, Standard Practice for Abrading Concrete.
  • ASTM D4263, Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method.
  • ASTM F2170, Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In Situ Probes.
  • ASTM D4414, Standard Practice for Measurement of Wet Film Thickness by Notch Gages.
  • ASTM D7234, Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion Testers.
  • ASTM D4787, Standard Practice for Continuity Verification of Liquid or Sheet Linings Applied to Concrete Substrates.
  • ICRI Technical Guideline No. 310.2R, Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.
  • ICRI Concrete Surface Profile comparator chips and related surface-preparation guidance.
  • Current technical data sheets, safety data sheets, application instructions, repair procedures, and written recommendations supplied by the flooring-system manufacturer.

Standards and manufacturer documents may be revised. Confirm that the current edition and the correct project-specified requirements are being used.



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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 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24
 > 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 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance