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Portable Plural-Component Systems | Article 03 of 24 | Pot Life and Cure
Last Updated: 10/01/2026
AirSprayTech Academy Portable Plural-Component Coating Systems Contractor Certificate Program

Portable Plural-Component Coating Systems for Contractors

Article 03 of 24

Pot Life, Working Time, Gel Time, Cure, and Reaction Temperature

Once plural-component materials are mixed, the contractor is working against a chemical clock. Understanding which clock is running—and what temperature is doing to it—is essential to application quality, equipment protection, scheduling, and safe return to service.

The Central Principle

Pot life, working time, gel time, tack-free time, recoat time, cure time, and return-to-service time describe different stages. None of these terms should be substituted for another unless the coating manufacturer defines them that way for the specific product.

Learning Objectives

After completing this article, you should be able to:

  • Distinguish pot life, working time, gel time, cure, and return to service
  • Explain why material, air, and substrate temperatures must be recorded separately
  • Describe how mixed-material volume can affect heat generation and usable time
  • Identify where mixed material remains inside a plural-component system
  • Explain why a coating that feels dry may not be fully cured
  • Establish a practical pot-life and flushing-control plan

The Terms Are Not Interchangeable

Term Practical Meaning Contractor Concern
Induction time A specified waiting period after components are mixed and before application begins. Required only when stated by the coating manufacturer.
Pot life The stated period during which mixed material remains usable under specified conditions. Determines when mixed passages must be used, cleared, or flushed.
Working time The practical period during which material can still be applied and finished as required. May be shorter than the published pot life.
Gel time The time required for reacting material to reach a gelled or substantially nonflowing condition under defined test conditions. Gelled material can block mixers, hoses, manifolds, guns, or valves.
Tack-free time The point at which the applied surface no longer displays the defined degree of tack. Tack-free does not necessarily mean fully cured.
Recoat window The period during which the next coat may be applied using the stated preparation procedure. Exceeding it may require cleaning, abrasion, or another approved treatment.
Full cure The stage at which the coating has developed the properties defined by the manufacturer. May occur well after the surface feels dry.
Return to service The approved time before exposure to traffic, chemicals, immersion, pressure, cleaning, or other service. Depends on the actual service—not merely elapsed time.

“Dry to the Touch” Is Not “Ready for Service”

A coating may feel dry while it is still developing adhesion, hardness, chemical resistance, tensile properties, or resistance to water and immersion. Never release a system for service solely because the surface no longer feels wet or tacky.

When Does the Pot-Life Clock Begin?

For a plural-component material, the chemical-reaction clock generally begins when the reactive components first contact one another. Opening separate containers does not ordinarily begin the mixed-material pot life, but each opened component may have separate limits involving moisture, contamination, storage, or exposure.

In a plural-component machine, the clock applies to the material downstream of the mixing point. Depending on the system, that mixed-material section may include:

  • The outlet of the mix manifold
  • A disposable or reusable static mixer
  • A mixed-material whip hose
  • The spray gun's fluid passage
  • The spray tip, nozzle, or applicator head

With an impingement-mix gun, the components may remain separate until they enter the gun's mixing chamber. This can greatly reduce the volume of mixed material that must be managed during an interruption.

Pot Life Is Published at Defined Conditions

A published pot life is meaningful only when its test conditions are understood. The product data sheet may state a specific material temperature, ambient temperature, mixed quantity, container shape, or test method.

The usable time in a five-gallon pail may not equal the usable time in a thin hose or freshly applied film. The contractor should never assume that a single published number describes every location and condition encountered during application.

Temperature Changes the Reaction

For many reactive coatings, warmer material reacts more quickly and colder material reacts more slowly. Temperature can also change viscosity, pumpability, pressure loss, atomization, leveling, film build, and the ability of the proportioner to maintain stable delivery.

This does not authorize the contractor to heat or cool a product beyond its approved range. Excessive temperature can shorten working time, increase pressure or vapor hazards, damage material, create excessive reaction heat, or cause material to gel before it is applied.

Low temperature can increase viscosity, restrict feed, create pressure imbalance, interfere with mixing, delay cure, or prevent the coating from developing its intended properties.

Record Three Different Temperatures

Material Temperature

The temperature of each component before and during proportioning. Components A and B may not be at the same temperature.

Air Temperature

The temperature of the surrounding environment in which the material is being conditioned, mixed, sprayed, and cured.

Substrate Temperature

The temperature of the actual surface receiving the coating. It may differ substantially from the surrounding air.

The contractor must also evaluate relative humidity, dew point, expected weather changes, ventilation, and any product-specific moisture limitation.

Mixed Volume and Exotherm

Many plural-component reactions release heat. This heat is known as exotherm. A large quantity of mixed material concentrated in a container may retain more reaction heat than the same material spread into a thin coating film.

As the retained heat increases, the reaction may accelerate. The material can become hotter, thicken more rapidly, gel sooner, or produce a much shorter usable time than expected.

Never collect unnecessary quantities of mixed material or leave mixed material in an unapproved container. Follow the coating manufacturer's instructions for sample collection, waste handling, and disposal.

A Long Published Pot Life Does Not Guarantee a Long Equipment Pause

The contractor must consider the actual temperature and volume of material inside the mixer, whip hose, gun, and spray tip. Restricted passages and residual material from earlier production may further reduce usable time.

The maximum permitted interruption must come from the approved coating and equipment procedures. Build in the required safety margin rather than waiting until the published pot life has nearly expired.

Pot-Life Monitoring in the Equipment

Some electronically controlled plural-component systems include a pot-life timer. The timer may begin or reset based on spraying, flushing, material movement, or programmed equipment logic.

The timer must be configured for the actual coating and operating conditions. Entering a longer time merely to prevent an alarm does not extend the material's usable life.

The operator must understand what portion of the system the timer protects, what event starts it, what event resets it, what alarm it produces, and what action is required when the time expires.

Managing Work Interruptions

Before production begins, the crew should know what to do during:

  • A short pause for repositioning
  • A tip or nozzle obstruction
  • An empty material container
  • A proportioning or pressure alarm
  • A power, compressor, generator, or heater failure
  • Weather moving outside the application limits
  • A break, shift change, or end-of-day shutdown

The decision to continue, circulate, clear, flush, replace a mixer, or shut down must be established before the event—not improvised while mixed material is reacting inside the equipment.

Understanding the Cure Sequence

A coating may pass through several recognizable stages as it reacts and develops its film. The terminology and sequence vary by product, but the following progression is common:

  1. Applied film: The coating has been placed but remains wet or mobile.
  2. Gel or initial set: Flow decreases and the material begins holding its form.
  3. Tack-free or surface dry: The surface no longer displays the defined tack condition.
  4. Recoat stage: The next coat may be applied under the stated conditions.
  5. Handling or light-service stage: Limited access may be permitted.
  6. Full cure: The film has developed the properties defined by the manufacturer.
  7. Return to specified service: The completed system may receive the approved exposure.

The Recoat Window

The recoat window identifies when another coat can be applied using the manufacturer's stated procedure. Applying too early may disturb the first coat, trap solvent or gas, create sagging, or interfere with cure.

Applying after the maximum recoat interval may reduce intercoat adhesion. The manufacturer may then require cleaning, abrading, solvent wiping, priming, or another approved treatment.

Record the application time of each coat by area. “Applied yesterday” is not adequate when temperature, production sequence, or shift changes can place different areas inside or outside the permitted window.

Return to Service Must Match the Exposure

Different service conditions may require different waiting periods:

  • Foot traffic or inspection access
  • Vehicle, equipment, or impact exposure
  • Water exposure or washdown
  • Chemical splash or secondary-containment service
  • Continuous immersion
  • Pressure, elevated temperature, or mechanical loading
  • Food, sanitary, potable-water, or regulated service

The owner, contractor, coating manufacturer, and specification should clearly identify which service condition controls final release.

Field Example: A Forty-Minute Pot Life

A product data sheet lists a forty-minute pot life at a specified temperature. This does not mean the crew can stop spraying for thirty-nine minutes and then resume without evaluation.

The contractor must determine:

  • Whether the actual material temperature matches the published condition
  • How much mixed material is downstream of the manifold
  • Whether the material is stagnant or moving
  • Whether retained reaction heat is increasing
  • The equipment manufacturer's maximum interruption time
  • The required time allowance for safe clearing or flushing

The working shutdown limit should be established from the approved written procedures and should allow enough time to complete the required response before material begins to gel.

Required Field Documentation

  • Product name, component batch numbers, and expiration dates
  • Published pot life and the conditions associated with it
  • Material, air, and substrate temperatures
  • Relative humidity, dew point, and weather conditions when applicable
  • Time mixing or plural-component production began
  • Interruptions, alarms, flushing, mixer changes, and restarts
  • Application time and location of each coat
  • Recoat-window verification
  • Authorized return-to-service time and approving party

Key Takeaways

  • Pot life, working time, gel time, recoat time, cure, and return to service are different controls
  • The reaction begins where and when the components first contact one another
  • Temperature affects reaction rate, viscosity, equipment operation, and cure
  • Material, air, and substrate temperatures must be measured separately
  • A larger concentrated mass of mixed material may generate and retain more reaction heat
  • A pot-life timer must be correctly programmed and understood
  • A dry surface is not automatically ready for chemical, immersion, or mechanical service

Technical References

  • WAGNER TwinControl Electronically Controlled 2K Systems Operating Manual: Pot-life monitoring, system operation, flushing programs, interruption, pressure relief, cleaning, maintenance, and troubleshooting. View the official manual
  • Graco XM Plural-Component Sprayer Instructions: Manufacturer guidance addressing plural-component operation, mix-manifold location, quick-setting materials, flushing, and mixed-material pot-life considerations. View the official manual
  • ASTM D1640/D1640M—Standard Test Methods for Drying, Curing, or Film Formation of Organic Coatings: Laboratory methods addressing stages and rates of film formation, drying, and curing under controlled conditions. View the ASTM standard page
  • ASTM D5895—Standard Test Methods for Evaluating Drying or Curing During Film Formation of Organic Coatings Using Mechanical Recorders: Instrumented evaluation of stages occurring during coating-film drying or curing. View the ASTM standard page

Technical terms and published times vary among manufacturers. The current product data sheet, application instructions, equipment manual, project specification, and written technical guidance for the exact coating system remain controlling.

Professional responsibility: Establish the maximum interruption, clearing, and flushing procedures before mixing begins. Never attempt to force partially cured material through a mixer, hose, spray gun, tip, or nozzle. Relieve pressure and follow the equipment manufacturer's approved shutdown procedure.

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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 > 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 | 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
 > Commercial and Industrial Roof Coatings | Certificate 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 03 of 24 | Chemical Exposure Variables
 > 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
 > Portable Plural-Component Coating Systems | 00 Course Overview
 > Portable Plural-Component Systems | Article 01 of 24 | Understanding the System
 > Portable Plural-Component Systems | Article 02 of 24 | Ratios and Stoichiometry
 > Portable Plural-Component Systems | Article 04 of 24 | Materials and Applications
 > Portable Plural-Component Systems | Article 05 of 24 | Reading the Documents
 > Portable Plural-Component Systems | Article 06 of 24 | How Proportioners Work
 > Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
 > Portable Plural-Component Systems | Article 08 of 24 | Pails, Drums, Totes, and Feed Pumps
 > Portable Plural-Component Systems | Article 09 of 24 | Pumps and Ratio Control
 > Portable Plural-Component Systems | Article 10 of 24 | Material Conditioning
 > Portable Plural-Component Systems | Article 11 of 24 | Heating and Temperature Control
 > Portable Plural-Component Systems | Article 12 of 24 | Filters, Valves, Gauges, and Sensors
 > Portable Plural-Component Systems | Article 13 of 24 | Manifolds and Mixers
 > Portable Plural-Component Systems | Article 14 of 24 | Spray Guns, Tips, and Chambers
 > Portable Plural-Component Systems | Article 15 of 24 | Building a Mobile Rig
 > Portable Plural-Component Systems | Article 16 of 24 | Hoses and Connections
 > Portable Plural-Component Systems | Article 17 of 24 | Calibration and Ratio Testing
 > Portable Plural-Component Systems | Article 18 of 24 | Jobsite Setup and Startup
 > Portable Plural-Component Systems | Article 19 of 24 | Pressure and Spray Technique
 > Portable Plural-Component Systems | Article 20 of 24 | Film Thickness and Cure
 > Portable Plural-Component Systems | Article 21 of 24 | Correcting Off-Ratio Material
 > Portable Plural-Component Systems | Article 22 of 24 | Shutdown and Flushing
 > Portable Plural-Component Systems | Article 23 of 24 | Troubleshooting and Maintenance
 > Portable Plural-Component Systems | Article 24 of 24 | Final Acceptance
 > Portable Plural-Component Coating Systems | Course Assessment
 > Portable Plural-Component Systems | Certificate of Completion Request