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Secondary Containment Coating Systems | Article 03 of 24 | Chemical Exposure Variables
Last Updated: 09/23/2026
AirSprayTech Academy Secondary Containment Certificate Program

Secondary Containment Coating Systems for Industrial Contractors

Article 03 of 24

Chemical Exposure, Concentration, Temperature, and Contact Time

Chemical resistance is not a permanent property that can be described with a simple yes or no. It depends on what contacts the lining, how strong it is, how hot it is, and how long it remains.

Learning Objectives

After completing this article, you should be able to:

  • Explain the four primary chemical-exposure variables
  • Recognize how concentration and temperature change chemical attack
  • Differentiate splash, spill, pooling, intermittent exposure, and immersion
  • Recognize the risks created by mixtures and changing concentrations
  • Interpret chemical-resistance information more carefully
  • Document exposure conditions for manufacturer review

Four Variables—One Exposure

The four primary variables are interconnected:

  1. Chemical identity: What material will contact the system?
  2. Concentration: How strong is the material?
  3. Temperature: How hot or cold will it be?
  4. Contact time: How long will it remain on the system?

Changing any one of these variables may change the suitability of the lining. A product that performs acceptably under one set of conditions may fail under another.

Chemical Identity: Use the Complete Name

Product descriptions such as acid, solvent, cleaner, oil, fertilizer, wastewater, or process chemical are not specific enough for lining selection. The manufacturer needs the complete chemical or product identification.

Whenever possible, provide:

  • The recognized chemical name
  • Trade or product name
  • Manufacturer or supplier
  • Chemical Abstracts Service numbers when available
  • Safety Data Sheet
  • Known ingredients and percentages
  • Process contaminants or byproducts
  • Whether the material is a liquid, slurry, paste, vapor, or solid-bearing solution

Two products sold for the same purpose may contain different solvents, additives, salts, surfactants, or reactive ingredients. Never assume that products with similar trade descriptions create identical exposure.

Concentration: More Than a Percentage on Paper

Chemical concentration can affect reaction rate, permeation, swelling, softening, discoloration, loss of adhesion, and damage to the substrate. The relationship is not always simple or linear.

Determine the following:

  • Normal operating concentration
  • Maximum intended concentration
  • Maximum credible upset concentration
  • Concentration following dilution or washdown
  • Concentration after evaporation
  • Whether solids can settle or concentrate in low areas
  • Whether the concentration changes during storage or processing

Do not assume that a more dilute solution is always less severe. Changes in water content can affect ion movement, permeation, osmotic pressure, and the behavior of both the polymer lining and concrete. Use resistance data for the actual concentration range.

Temperature: A Major Chemical-Resistance Variable

Higher temperature commonly increases the rate at which chemicals react with, soften, penetrate, or pass through a protective lining. It can also increase vapor pressure and place additional stress on the bond between the lining and substrate.

Record each relevant temperature:

  • Normal operating temperature
  • Maximum continuous temperature
  • Maximum spill or upset temperature
  • Lowest winter or shutdown temperature
  • Cleaning and washdown temperature
  • Substrate temperature during service
  • Rate and frequency of temperature change

A system rated for a chemical at 75°F should not be assumed suitable for the same chemical at 140°F. The manufacturer must confirm the approved combination of chemical, concentration, temperature, and exposure duration.

Contact Time: Seconds, Hours, Days, or Continuous Service

Resistance during brief splash exposure does not establish suitability for prolonged pooling or immersion. Many chemical-resistance ratings depend on the expected duration of contact.

Exposure Type Typical Condition Selection Concern
Splash Droplets or small releases removed promptly Repeated exposure and cleaning may still damage the system
Spill Accidental release followed by response and recovery Actual response time must be defined
Pooling Liquid remains in depressions, corners, or around equipment Local contact may continue after the visible spill is removed
Intermittent Repeated wet and dry exposure Cycling may create swelling, shrinkage, or repeated stress
Immersion Continuous or sustained liquid contact Requires specific approval for immersion service

Cleanup Time Must Be Realistic

An owner may expect a spill to be removed immediately. Actual conditions may tell a different story. A release can occur during an unattended shift, severe-weather event, power interruption, equipment failure, or emergency that prevents immediate entry.

The project should identify the longest credible period before the material can be safely recovered and the area decontaminated. The proposed system should be evaluated for that duration—not an unsupported best-case response time.

Low spots, sumps, cracks, joints, and spaces beneath equipment may remain wet after general cleanup. These locations can receive much longer contact than the open floor.

Mixtures Can Behave Differently

Separate resistance ratings for Chemical A and Chemical B do not prove that the lining will resist a mixture of A and B. Mixing can produce heat, precipitation, gas, a new chemical species, or a different penetration mechanism.

Fire-suppression water, rainwater, wash water, cleaners, oils, process residue, and neighboring stored materials can all change the exposure. Identify credible mixtures and provide them to the system manufacturer.

When mixture data are unavailable, the owner or design professional may require laboratory testing, exposure coupons, a test installation, a more conservative system, or additional protective measures.

Physical Form Also Matters

Exposure is not limited to clear liquids. A containment system may encounter:

  • Slurries containing abrasive solids
  • Viscous liquids that are difficult to recover
  • Solvents capable of rapid permeation
  • Hot liquids that cool and contract after release
  • Powders that dissolve during rain or washdown
  • Vapors that condense on walls or overhead surfaces
  • Materials that crystallize or leave aggressive residues

The physical form affects recovery, cleaning, abrasion, penetration, drainage, and the length of time residues remain in contact with the system.

Chemical Attack Can Reach the Substrate

The lining is intended to isolate the substrate, but pinholes, holidays, cracks, damaged areas, joints, and penetrations can permit chemical entry. The potential effect on the substrate must therefore be considered.

Acids may dissolve or weaken cement paste. Some salts and solutions may contribute to expansion, softening, corrosion, or loss of bond. Solvents and oils may penetrate porous concrete and complicate future repairs. Chemical attack at a small discontinuity can spread beneath an otherwise intact-looking lining.

The specification should therefore address continuity, detail work, inspection, holiday detection where appropriate, and repair—not only the resistance of the coating resin.

Understanding Chemical-Resistance Ratings

Manufacturers use different rating systems. A chart may use terms such as recommended, suitable, conditional, limited, splash only, not recommended, or consult technical service. Those terms must be read according to that manufacturer’s definitions.

Confirm whether the rating addresses:

  • A resin sample or a complete installed system
  • Splash, spill, fumes, intermittent contact, or immersion
  • A specific concentration and temperature
  • A specific exposure duration
  • Change in weight, dimensions, hardness, appearance, or strength
  • Discoloration that does not necessarily mean structural failure
  • Laboratory conditions that may differ from field conditions

A chart entry is useful for screening possible materials. Final selection should be based on the complete exposure and a written recommendation for the complete system.

Information to Send the Manufacturer

  1. Complete chemical and product names
  2. Safety Data Sheets and available composition data
  3. Normal and maximum concentrations
  4. Normal and maximum temperatures
  5. Exposure type and maximum credible contact time
  6. Possible mixtures and exposure sequence
  7. Cleaning agents, methods, pressures, and temperatures
  8. Substrate type and existing condition
  9. Indoor, outdoor, ultraviolet, and weather exposure
  10. Traffic, abrasion, impact, vibration, and movement
  11. Required return-to-service schedule
  12. Applicable specification and inspection requirements

Request a written response identifying the complete recommended system, thickness, preparation, detail requirements, cure before exposure, limitations, and inspection requirements.

Practical Example

A project description states only that a concrete containment area will hold an acid-storage tank. That description is incomplete.

Before a system is selected, the project team must determine:

  • Which acid is stored
  • Its normal and maximum concentration
  • Its normal and maximum spill temperature
  • The maximum time before recovery
  • Whether water, cleaner, or another chemical may mix with it
  • How the area will be cleaned and neutralized
  • Whether the manufacturer approves the complete system for that exposure

Until those questions are answered, a responsible contractor cannot confirm that a proposed lining is appropriate.

Technical References

Test methods and published ratings do not automatically approve a product for a particular project. Verify the current document edition, the manufacturer’s interpretation, and all project-specific requirements.

Key Takeaways

  • Chemical resistance depends on identity, concentration, temperature, and contact time
  • The four variables must be evaluated together
  • Splash resistance does not establish immersion resistance
  • Mixtures and changing concentrations require separate consideration
  • The physical form of the material affects recovery and exposure
  • Chemical-resistance charts are screening tools—not complete project approvals
  • Obtain the manufacturer’s recommendation in writing

Professional responsibility: Do not approve a containment system using incomplete exposure information or a generic resin description. Chemical compatibility must be evaluated for the complete system and the actual service conditions.

Copyright © 2026 Azimuth Spray Systems, LLC. All Rights Reserved.

No part of this material may be reproduced, distributed, transmitted, stored, or used in any form without prior written permission from Azimuth Spray Systems, LLC, except for brief quotations used with proper attribution.

AirSprayTech.com — The Finishing Authority®



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 > 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 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > 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
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Roof Coatings Certificate of Completion Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth
 > Professional Line Striping for Contractors | Course Assessment
 > Professional Line Striping for Contractors | Certificate Request
 > Academy Educational Standards and Editorial Policy
 > Secondary Containment Coating Systems | 00 Course Overview
 > Secondary Containment Coating Systems | Article 01 of 24 | Purpose and Responsibility
 > Secondary Containment Coating Systems | Article 02 of 24 | Defining the Service Environment
 > Secondary Containment Coating Systems | Article 04 of 24 | Concrete and Steel Structures
 > Secondary Containment Coating Systems | Article 06 of 24 | Concrete Moisture and Failure
 > Secondary Containment Coating Systems | Article 07 of 24 | Embedded Concrete Contamination
 > Secondary Containment Coating Systems | Article 08 of 24 | Mechanical Concrete Preparation
 > Secondary Containment Coating Systems | Article 09 of 24 | Steel Surface Preparation
 > Secondary Containment Coating Systems | Article 10 of 24 | Primers and Bonding Layers
 > Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
 > Secondary Containment Coating Systems | Article 14 of 24 | Fiberglass-Reinforced Linings
 > Secondary Containment Coating Systems | Article 15 of 24 | Coves, Joints, Drains, and Penetrations
 > Secondary Containment Coating Systems | Article 16 of 24 | Mixing, Staging, and Pot Life
 > Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
 > Secondary Containment Coating Systems | Article 18 of 24 | Film Thickness and Continuity
 > Secondary Containment Coating Systems | Article 19 of 24 | Environmental Conditions and Cure
 > Secondary Containment Coating Systems | Article 20 of 24 | Inspection, Testing, and Final Acceptance
 > Secondary Containment Coating Systems | Article 21 of 24 | Defects, Failure Analysis, and Repairs
 > Secondary Containment Coating Systems | Article 22 of 24 | Spill Response and Return to Service
 > Secondary Containment Coating Systems | Article 23 of 24 | Inspection, Maintenance, and Service Life
 > Secondary Containment Coating Systems | Article 24 of 24 | Estimating and Contractor Responsibility
 > Secondary Containment Coating Systems | Course Assessment
 > Secondary Containment Coating Systems | Certificate of Completion Request