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Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
Last Updated: 09/23/2026
AirSprayTech Academy Secondary Containment Certificate Program

AirSprayTech Academy Certificate Program

Secondary Containment Coating Systems for Industrial Contractors

Article 17 of 24

Application Methods and Equipment

The correct containment material can still fail when applied with the wrong equipment or technique. Brush, roller, squeegee, trowel, airless spray, and plural-component spray each serve a purpose—and each requires its own controls.

Learning Objectives

After completing this article, you should be able to:

  • Compare common containment-lining application methods.
  • Match equipment to material viscosity, film build, reaction rate, and project geometry.
  • Recognize the strengths and limitations of brush, roller, squeegee, trowel, and spray application.
  • Identify critical controls for airless and plural-component equipment.
  • Understand how spray technique affects coverage, thickness, continuity, and overspray.
  • Establish equipment inspections and field checks before production begins.

The Material Determines the Equipment

Containment products range from low-viscosity penetrating primers to filled mortars, reinforced laminates, high-build epoxies, catalyzed vinyl esters, and fast-reacting polyurea membranes. One pump, roller cover, spray tip, or trowel cannot properly apply all of them.

Equipment selection should consider:

  • Material viscosity and solids content
  • Aggregate, fiber, or flake content
  • Required wet- and dry-film thickness
  • Pot life, gel time, and reaction speed
  • Component ratio and mixing requirements
  • Substrate texture and porosity
  • Open-area production and detail work
  • Access, hose length, elevation, and containment geometry
  • Ventilation, overspray, and ignition-control requirements

The coating manufacturer’s current application instructions should identify approved methods, equipment ranges, tip or nozzle guidance, thinning limitations, and special processing requirements.

Do Not Force the Material through Unsuitable Equipment

When equipment cannot move or atomize a material properly, the answer is not automatically more pressure or more thinner. Excessive pressure increases wear, overspray, injection hazard, heat, and equipment stress. Unauthorized thinning can reduce film build, change cure, promote solvent retention, and weaken chemical resistance.

Use equipment with adequate pressure, volume, fluid-passage size, temperature control, and wetted-part compatibility for the material. If the system cannot deliver the product correctly, change the equipment—not the coating formulation.

Brush Application

Brushes are valuable for stripe coating, small repairs, edges, welds, pits, penetrations, bolts, corners, coves, and areas that cannot be reached properly with production equipment.

Brushing can work material into irregularities and improve wetting at difficult details. It also gives the applicator direct control over placement.

Limitations include slow production, visible brush marks, variable thickness, possible air entrainment, and difficulty applying high-build material uniformly.

Brush type and bristle material must be compatible with the resin and solvent. A brush that sheds bristles or softens in the coating can contaminate the lining.

Roller Application

Rollers are commonly used for primers, thin- and medium-build coatings, backrolling, aggregate-seeded layers, and some topcoats. Roller application can provide good control on floors and walls without spray overspray.

Roller-cover material, nap length, core construction, width, and solvent resistance should match the coating and surface texture. A roller that is too short may bridge over surface depressions. One that is too long can introduce excess texture and air.

Do not stretch material beyond its intended coverage. A roller can continue moving long after it has stopped depositing the required film thickness.

Use a consistent loading, placement, and finishing pattern. Overworking material as it begins to cure can create texture, roller marks, entrained air, color variation, or loss of continuity.

Backrolling

Backrolling follows the initial placement of material by spray, squeegee, or another method. It may be used to work primer into porous concrete, distribute material, release air, improve appearance, or create a uniform texture.

Backrolling should occur while the material remains within its workable stage. Waiting too long can lift, drag, or texture the coating. Excessive backrolling can remove material from high areas and deposit it in low areas.

The applicator and backroller must maintain close spacing and communication. The spray operator should not advance so far that the backroller cannot work the material before it begins to cure.

Squeegee Application

Notched or flat squeegees are commonly used to place self-leveling resins, slurries, membranes, and high-build materials over horizontal surfaces. The squeegee distributes a measured quantity rapidly before rolling or finishing.

Notch shape and size influence the amount of material placed, but actual thickness also depends on squeegee angle, pressure, wear, substrate texture, viscosity, temperature, and applicator technique.

Squeegee notches should be checked during the shift. Worn notches place less material. Replace the tool before wear creates an unacceptable reduction in film thickness.

Trowel Application

Trowels are used for resin mortars, coves, patches, sloping materials, heavy-duty surfacings, and filled chemical-resistant systems. Trowel application can build substantial thickness and correct controlled surface irregularities.

The crew must maintain the specified resin-to-aggregate relationship. Adding unapproved aggregate to make the material easier to trowel can create a dry, porous, or poorly bonded system.

Compact the mortar sufficiently to eliminate voids while maintaining the required thickness and slope. Avoid overworking material after it begins to react.

Trowel marks, low spots, ridges, porous areas, and cold joints should be corrected before the succeeding seal coat or lining layer is applied.

Single-Component Airless Spray

Single-component airless equipment can apply many primers, epoxies, novolacs, vinyl esters, and other high-performance linings after their components have been batch mixed.

The pump must provide enough volume and pressure to move the material through the selected hose, gun, filter arrangement, and spray tip. The pump ratio by itself does not establish actual operating pressure or production capacity.

Important equipment considerations include:

  • Pump pressure capability and output
  • Fluid-section and seal compatibility
  • Hose diameter and total hose length
  • Gun pressure rating and fluid-passage size
  • Spray-tip orifice and fan width
  • Filter or screen size permitted for the material
  • Material temperature and viscosity
  • Flushing materials and cleanup time

Remove or change filters only when permitted by the coating and equipment manufacturers. Filled, flake-reinforced, or fiber-containing products may plug fine screens.

Use the Lowest Pressure That Produces a Proper Pattern

Increase airless pressure only until the spray pattern is properly atomized and free of unacceptable tails. Continuing to increase pressure after obtaining a suitable pattern increases overspray, tip wear, pump wear, hose stress, and injection hazard without improving the finished film.

If adequate atomization cannot be achieved within safe equipment limits, check material temperature, viscosity, tip selection, filters, restrictions, hose size, and pump capacity before considering any permitted thinning.

Spray-Tip Selection

Spray-tip selection affects material flow, fan width, atomization, production, and thickness. The orifice must be large enough for the material while remaining within the pump’s capacity.

A wide fan can increase production on open surfaces but may be difficult to control around curbs, walls, penetrations, or narrow areas. A narrow fan improves control but can produce excessive film build if travel speed is not adjusted.

Tips wear during use. As the orifice enlarges, output rises and the fan can become narrower. A worn tip changes the application rate even when the pressure setting has not changed.

High-Pressure Injection Is a Medical Emergency

Airless and plural-component equipment can inject coating into the body through a small opening that may initially appear minor. The injury can cause severe tissue damage and may require immediate specialized treatment.

Never place a hand near a spray tip, point the gun toward a person, or attempt to stop a leak with a glove or rag. Engage the trigger lock and completely relieve pressure before servicing equipment.

Any suspected injection injury requires immediate emergency medical attention. Provide medical personnel with the product safety data sheet and identify the material involved.

Plural-Component Spray

Plural-component equipment is used when the material reacts too quickly for conventional batch mixing or when heating and separate component delivery are needed for proper application.

The equipment may combine components at a mix manifold, through a static mixer, or within an impingement-mix spray gun. The correct arrangement depends on the material and equipment design.

Critical operating controls include:

  • Accurate component ratio
  • Balanced material supply
  • Required component temperatures
  • Stable operating pressures
  • Correct hose temperatures
  • Proper gun and mixing configuration
  • Ratio alarms or shutdown controls
  • Documented ratio verification
  • Correct shutdown and flushing procedures

The operator must understand both the coating and proportioner. Plural-component application should not be assigned to personnel who have only operated ordinary single-component airless equipment.

Spray Technique

The spray gun should normally be held perpendicular to the surface at a consistent distance. Arcing the gun changes the distance across the pass and deposits less material at the edges.

Begin moving before triggering and release the trigger before stopping. Maintain a consistent travel speed and overlap each pass according to the spray pattern and application procedure.

Crosshatching—applying one series of passes in one direction and another series perpendicular to it—may help achieve uniform coverage when allowed by the material’s working and recoat characteristics.

The applicator should adjust position to maintain the correct angle rather than turning the wrist or spraying at a severe angle. Difficult details may require a smaller fan, brush, roller, stripe coat, or separate application sequence.

Edges, Corners, and Shadowed Areas

Spray patterns do not wrap evenly around edges, behind pipes, beneath equipment, or into sharp inside corners. These locations may receive much less coating than the surrounding open surface.

Use stripe coats, detail coats, adjusted gun angles, smaller spray patterns, brushes, or rollers as specified. Inspect from multiple directions with strong lighting.

Do not attempt to correct every thin detail by slowing the production pass. This often creates excessive buildup on adjacent areas while still leaving the hidden surface insufficiently coated.

Wet-Film Thickness

Wet-film measurements give the applicator immediate information while correction is still practical. For many coatings, expected dry-film thickness can be estimated from wet-film thickness and the product’s volume-solids content.

The calculation must account for any manufacturer-approved thinner added. Surface profile, roughness, porosity, overspray, application loss, and material remaining in equipment are not fully represented by a simple theoretical calculation.

Wet-film gauges may be unsuitable for materials that gel almost immediately, contain large aggregate, or are applied over very rough surfaces. Use the inspection method approved for the system.

Measurements should be distributed across the work and include areas where gun distance, access, geometry, or application rate changes.

Material Usage as a Production Check

Compare the amount of material used with the actual area completed. This does not replace thickness measurement, but it can identify a developing problem.

Low material usage may indicate thin application, excessive spreading, skipped areas, inaccurate area measurement, or unauthorized thinning. High usage may indicate excessive thickness, overspray, leakage, waste, rough surfaces, porous concrete, or material left in equipment.

Track usage by work area and shift instead of waiting until the entire project is complete. Early detection allows the crew to correct application before large areas must be repaired.

Equipment Inspection before Production

  • Pump, motor, engine, or air supply is suitable for the work.
  • All equipment pressure ratings meet or exceed operating pressure.
  • Hoses are correctly rated, undamaged, and electrically grounded where required.
  • Couplings, guards, whip checks, and safety devices are installed.
  • Gun trigger lock and tip guard function correctly.
  • Fluid passages, filters, and screens match the material.
  • Spray tip or nozzle is correct and not excessively worn.
  • Heaters and temperature controls operate correctly.
  • Plural-component pressures and ratio controls are verified.
  • Flush materials and waste containers are ready.
  • Grounding, ventilation, lighting, and ignition controls are in place.
  • Required PPE and emergency procedures are available.

Test Application

Before production begins, perform a controlled test application on an approved area or representative test panel. Confirm equipment settings, spray pattern, application rate, coverage, texture, thickness, curing behavior, and crew coordination.

The test should include representative horizontal, vertical, and detail surfaces when practical. A setup that works on an open floor may not work on walls, coves, penetrations, or overhead locations.

Record the accepted equipment configuration and settings. The test result becomes the field reference for production, although adjustments may still be necessary as material temperature, tip wear, or conditions change.

Common Application Defects

  • Thin film: Excessive spreading, fast travel, insufficient output, worn tools, or inadequate overlap.
  • Runs and sags: Excessive film build, slow travel, incorrect temperature, overthinning, or unsuitable application method.
  • Dry spray: Excessive pressure, excessive gun distance, poor atomization, high airflow, or material gelling before reaching the surface.
  • Pinholes and bubbles: Concrete outgassing, entrained air, porosity, moisture, poor priming, or excessive rolling.
  • Roller or brush marks: Incorrect tool, uneven loading, material overworking, or application after cure has advanced.
  • Uneven texture: Inconsistent squeegee angle, roller pressure, spray distance, tip wear, viscosity, or working time.
  • Missed or shadowed areas: Poor access, inadequate lighting, unsuitable fan width, or failure to detail before production application.
  • Off-ratio material: Plural-component proportioning, supply, temperature, pressure, or mixing failure.

Field Quality-Control Checklist

  • Application method is approved for the specific material.
  • Equipment capacity and pressure ratings are suitable.
  • Wetted parts, hoses, filters, tips, and tools are compatible.
  • Equipment has been inspected and safety devices are functioning.
  • Plural-component ratio and temperature controls are verified.
  • Test application and spray pattern are acceptable.
  • Gun distance, angle, speed, and overlap are consistent.
  • Stripe coats and detail work are completed as specified.
  • Wet-film thickness is checked when applicable.
  • Material usage agrees reasonably with area and specified thickness.
  • Tools, tips, and squeegee notches are monitored for wear.
  • No thin areas, runs, sags, dry spray, bubbles, or missed locations remain.
  • Equipment settings and quality-control results are documented.

Technical References

Use the editions identified in the contract documents and verify current designations before incorporating standards into a proposal, submittal, quality-control plan, or application procedure.

Key Takeaways

  • Match the application method and equipment to the specific material.
  • Do not use excessive pressure or unauthorized thinner to overcome unsuitable equipment.
  • Brushes and rollers remain important for stripe coats and difficult details.
  • Squeegee and trowel application require controlled tool angle, wear, and material usage.
  • Airless equipment must provide both adequate pressure and adequate volume.
  • Plural-component equipment must accurately heat, meter, mix, and deliver both components.
  • A proper spray pattern does not prove correct ratio or film thickness.
  • Wet-film checks and material usage help crews control thickness during application.
  • Edges, corners, penetrations, and shadowed areas require separate attention.
  • High-pressure injection injuries require immediate emergency medical care.

Professional responsibility: This article provides foundational educational information and is not a substitute for the project specification, regulatory requirements, equipment training, or the coating and equipment manufacturers’ current written instructions. Always review current technical data sheets, safety data sheets, equipment manuals, pressure ratings, grounding requirements, ventilation requirements, application procedures, and site-safety plans before beginning work.

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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 > Automotive Refinish—From Repair Plan to Road Ready | Article 17 of 28 | Paint With a Plan: Professional Basecoat and Clearcoat Application
 > Automotive Refinish—From Repair Plan to Road Ready | Article 18 of 28 | Control the Booth: Airflow, Filters, Lighting, and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 19 of 28 | Balance the Booth: Air-Makeup Unit Operation and Maintenance
 > 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 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 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 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