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Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
Last Updated: 09/19/2026
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Calcium-Chloride Moisture-Vapor-Emission Testing

Article 07 of 20

The anhydrous calcium-chloride test measures the rate at which moisture vapor is emitted from the surface of a bare concrete floor. Properly performed testing can help determine whether the floor meets the published requirements of a coating, adhesive, flooring, or moisture-mitigation system.

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What the Calcium-Chloride Test Measures

The anhydrous calcium-chloride test is described in ASTM F1869. It provides a quantitative measurement of the moisture-vapor-emission rate from the surface of a bare concrete floor.

The result is commonly called the MVER, or moisture-vapor-emission rate. It is reported as the equivalent number of pounds of water emitted from 1,000 square feet of concrete during a 24-hour period.

MVER Result

Pounds of moisture per 1,000 square feet per 24 hours

The test uses a preweighed quantity of dry, anhydrous calcium chloride placed beneath a sealed cover. The calcium chloride absorbs moisture emitted from the prepared concrete surface. After the required exposure period, the material is reweighed. The increase in weight is used to calculate the emission rate.

Contractor principle: ASTM F1869 measures moisture emitted from the concrete surface under the conditions present during the test. It does not directly measure the internal relative humidity of the entire slab.

What the Test Result Means

An MVER result provides a numerical indication of how much moisture vapor is leaving the prepared test area during the test period. The result can be compared with a published maximum established by the flooring, adhesive, coating, primer, or moisture-mitigation manufacturer.

ASTM F1869 does not establish one universal passing limit for every product. One system may permit a higher emission rate than another. The contractor must identify the acceptance limit for the complete proposed assembly.

Important: The test result reflects conditions at the test location and during the test period. Environmental changes, water intrusion, HVAC operation, and future building use can change the moisture-emission condition.

Where ASTM F1869 Can Be Used

The method applies to bare concrete floors located below grade, on grade, and above grade. However, the standard includes important limitations.

The Test Should Not Be Used

  • On gypsum concrete
  • On floors containing lightweight aggregate
  • Over an existing coating
  • Over a reactive penetrating treatment
  • Over patching or leveling compounds
  • On an improperly prepared or contaminated test surface
  • As a substitute for another test method required by the specification

If the existing flooring, coating, adhesive, patching material, or curing compound has not been removed from the test area, the result may reflect the behavior of that material instead of the bare concrete.

Surface Preparation Is Essential

The test area must expose clean, bare concrete. Coatings, adhesives, curing compounds, sealers, residual flooring, patching materials, dirt, oil, and other materials can restrict moisture movement or interfere with the test.

Preparation should be performed within the dimensions and time requirements of the current ASTM procedure. The selected method must remove surface materials without adding water or chemicals that could distort the result.

Common Preparation Problems

  • Testing over adhesive residue or curing compound
  • Using chemical cleaners that leave residue
  • Wet cleaning immediately before the test
  • Preparing an area smaller than required
  • Placing the test over a patch or leveling compound
  • Failing to allow the prepared area to stabilize as required
  • Leaving dust that prevents the cover from sealing properly

Building Conditions Affect the Result

Moisture emission from a concrete surface is influenced by temperature, relative humidity, airflow, and HVAC operation. Testing in an open, unconditioned building may produce a result that does not represent normal service conditions.

The building should be maintained at the service temperature and relative humidity required by the current standard and project documents before and during testing. Record whether the HVAC system is operating normally and whether exterior doors or windows are open.

Environmental Information to Record

  • Ambient temperature
  • Ambient relative humidity
  • Concrete surface temperature
  • HVAC operating condition
  • Duration of building conditioning
  • Recent rain, flooding, cleaning, or water exposure
  • Unusual airflow, direct sunlight, or temporary heating

Selecting the Test Locations

Test locations should represent the floor area and its varying conditions. Do not place all tests in the driest, most convenient, or most accessible areas.

The standard establishes a minimum number of tests based on floor area. The commonly applied minimum is three tests for the first 1,000 square feet and one additional test for each additional 1,000 square feet.

More tests may be required by the project specification, manufacturer, owner, or site conditions. Additional locations may be appropriate near exterior walls, drains, cracks, plumbing, wet areas, previous failures, and different concrete placements.

Basic Testing Procedure

  1. Review the requirements. Confirm the governing ASTM edition, required number of tests, product limits, building conditions, and tester qualifications.
  2. Develop a location plan. Give every test a unique identification number and mark its location on a floor plan.
  3. Expose bare concrete. Remove coatings, adhesives, curing compounds, sealers, patching, and other interfering materials from the required area.
  4. Prepare and clean the test area. Follow the current standard without adding moisture or leaving surface contamination.
  5. Record the initial kit weight. Use the weight supplied or obtained according to the approved test-kit procedure.
  6. Open and place the calcium-chloride dish. Avoid contamination, unnecessary exposure to room air, and direct contact with the test material.
  7. Seal the cover to the concrete. The enclosure must prevent room air from entering the test chamber.
  8. Record the start time. Protect the enclosure from disturbance, damage, direct sunlight, water, and unauthorized removal.
  9. End the test within the required exposure period. Follow the current ASTM procedure for test duration.
  10. Seal and reweigh the container. Record the final weight accurately and calculate the MVER.
  11. Report the result. Include the location, duration, environmental conditions, calculations, equipment, and applicable acceptance criteria.

Test Duration

The calcium-chloride dish must remain beneath the sealed cover for the exposure period required by the current ASTM F1869 procedure. The commonly specified period is between 60 and 72 hours.

A test stopped too early or left in place beyond the permitted time does not comply with the procedure. Record the installation and removal times precisely rather than describing the duration as approximately two or three days.

Invalid-test warning: A broken seal, overturned dish, water entry, disturbed enclosure, incorrect exposure time, or missing weight information can make the result unusable. Document the event and repeat the test rather than reporting a questionable number.

The Importance of an Airtight Seal

The enclosure isolates the calcium chloride and test area from the surrounding room. If the cover is not sealed securely, the calcium chloride may absorb moisture from ambient air rather than only the moisture emitted from the concrete test area.

Dust, surface irregularities, damaged sealant, foot traffic, cords, hoses, and cleaning equipment can compromise the enclosure. Inspect the seal during placement and again when the test is collected.

How the Result Is Calculated

The calculation uses the increase in calcium-chloride weight, the area enclosed by the test cover, and the exact exposure time. The result is normalized to 1,000 square feet over 24 hours.

Approved test kits may provide calculation instructions or a reporting system. The technician remains responsible for recording accurate weights and times and confirming that the correct test-area value is used.

Rounding, transcription, unit-conversion, and decimal-placement errors can significantly change the reported result. Calculations should be reviewed before the report is issued.

Interpreting MVER Results

Result Situation Appropriate Response
Every test is within the approved limit Confirm that all other substrate, surface, and environmental requirements are satisfied before installation.
One or more results exceed the limit Document the results, notify the responsible party, and obtain written direction before proceeding.
Results vary significantly across the floor Investigate construction differences, water sources, exposure history, and the need for additional testing.
The manufacturer does not publish an MVER limit Request written guidance instead of assuming an acceptable number.
The floor contains lightweight aggregate Do not use ASTM F1869 as the acceptance method; obtain the required alternative procedure.
The building was not at service conditions Determine whether the test must be repeated under compliant conditions.

ASTM F1869 Versus ASTM F2170

Calcium-chloride testing and in-situ relative-humidity testing do not measure the same property. Their results should not be converted or treated as interchangeable.

Feature ASTM F1869 ASTM F2170
Measurement Moisture-vapor-emission rate from the prepared surface Relative humidity and temperature inside the slab
Result Pounds per 1,000 square feet per 24 hours Percentage relative humidity and temperature
Test location At the concrete surface beneath a sealed enclosure Within a drilled hole at a specified slab depth
Primary sensitivity Surface emission and current environmental conditions Internal slab condition at the test depth
Can results be converted? No reliable direct conversion should be assumed.
Specification rule: If the project or manufacturer requires both test methods, perform and report both. A passing result from one method does not erase a failing result from another required method.

Limitations of the Calcium-Chloride Test

  • It reflects surface emission during the test period.
  • It does not directly measure internal slab relative humidity.
  • It does not identify the moisture source.
  • It does not prove whether an underslab vapor retarder is present.
  • It does not establish whether hydrostatic pressure exists.
  • It does not evaluate condensation risk by itself.
  • It is affected by surface preparation and environmental conditions.
  • It cannot be used over coatings, patches, or leveling materials.
  • It is not intended for gypsum concrete or lightweight-aggregate floors.
  • It represents the condition at the tested locations and time.

Common Testing Mistakes

  • Testing before the building reaches required service conditions
  • Using fewer tests than required
  • Testing over adhesive, sealer, coating, or curing-compound residue
  • Preparing the surface with water or a residue-producing chemical
  • Installing the test too soon after surface preparation
  • Failing to seal the enclosure completely
  • Leaving the test in place for the wrong amount of time
  • Placing the kit in direct sunlight or near unusual airflow
  • Using inaccurate or unverified weighing equipment
  • Failing to record exact start and stop times
  • Using the wrong enclosure area in the calculation
  • Comparing the result with a limit for a different product

Reporting the Test

A complete report should allow the project team to determine whether the test was performed correctly and whether the result applies to the proposed installation.

Include the Following Information

  • Project name, address, and test area
  • Name and qualifications of the testing technician
  • ASTM standard and edition used
  • Floor area and required number of tests
  • Test identification number and mapped location
  • Surface-preparation method and preparation date
  • Initial and final calcium-chloride weights
  • Test-enclosure area
  • Exact start and stop dates and times
  • Calculated exposure duration
  • Ambient temperature and relative humidity
  • HVAC and building-service conditions
  • Calculated MVER result
  • Applicable manufacturer or project acceptance limit
  • Any disturbance, unusual condition, or procedural exception

Safety and Handling

Anhydrous calcium chloride readily absorbs moisture. Avoid unnecessary exposure to room air and follow the test-kit manufacturer's handling instructions. Wear appropriate eye and skin protection and review the supplied safety information.

Mechanical preparation of the test area may create respirable crystalline silica. Follow applicable OSHA requirements, use effective dust collection and HEPA-filtered equipment, and wear required personal protective equipment.

Protect test kits from foot traffic and equipment. Use visible barriers or markings without changing the air movement or temperature around the enclosure.

Contractor Pre-Test Checklist

  • Obtain the current ASTM F1869 procedure.
  • Confirm that the slab type is eligible for the test.
  • Verify required tester qualifications.
  • Confirm building service conditions and conditioning period.
  • Calculate the required number of test locations.
  • Prepare a representative test-location map.
  • Identify the complete system's published MVER limit.
  • Expose clean, bare concrete using an approved preparation method.
  • Confirm that the test kits and weighing equipment are suitable.
  • Record exact installation and collection times.
  • Inspect every enclosure for an airtight seal.
  • Prepare a complete test report before approving installation.

Knowledge Check

1. What does ASTM F1869 measure?

Answer: It measures the rate of moisture vapor emitted from the prepared surface of a bare concrete floor during the test period.

2. How is the MVER result commonly reported?

Answer: In pounds of moisture per 1,000 square feet during a 24-hour period.

3. Can the test be performed over an existing floor coating?

Answer: No. ASTM F1869 requires an appropriately prepared area of bare concrete and is not used over coatings, patches, or leveling compounds.

4. Does ASTM F1869 establish one passing value for every flooring system?

Answer: No. The applicable limit must come from the project specification and the manufacturers of the complete proposed system.

5. Can an ASTM F1869 result be converted directly into an ASTM F2170 RH result?

Answer: No. The methods measure different properties, and a reliable direct conversion should not be assumed.

6. Why is the seal around the test enclosure important?

Answer: It isolates the test area so the calcium chloride absorbs moisture emitted from the concrete instead of moisture from the surrounding room air.

Key Takeaway

Calcium-chloride testing measures the moisture-vapor-emission rate from a prepared concrete surface under the conditions present during the test. Reliable results require bare concrete, proper building conditions, representative locations, a sealed enclosure, accurate weights, correct exposure time, and complete reporting. The result must be compared with the written limit for the complete proposed system.

Technical References

Use the edition required by the project specification and verify that testing personnel have access to the complete current procedure.

  • ASTM F1869-23 - Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride.
  • ASTM F2170 - Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using In Situ Probes.
  • ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring.
  • ASTM F2659 - Standard Guide for Preliminary Evaluation of Comparative Moisture Condition of Concrete, Gypsum Cement, and Other Floor Slabs and Screeds Using a Non-Destructive Electronic Moisture Meter.
  • ICRI Concrete Slab Moisture Testing Program - Education and certification for technicians performing standardized concrete slab moisture tests.
  • OSHA 29 CFR 1926.1153 - Respirable Crystalline Silica standard for construction.
  • Current technical data sheets and installation instructions issued by the specified coating, flooring, adhesive, primer, 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 testing, product-selection, and installation decisions must be based on current documents and actual site conditions.

Coming Next

Article 08 of 20 - Electronic Moisture Meters and Surface-Moisture Testing



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 > 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 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
 > 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