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Powder Coating—From Particle to Performance | Article 09 of 32 | Why Surface Preparation Determines Coating Performance
Last Updated: 09/05/2026

AirsprayTech Academy

Article 09 of 32

Why Surface Preparation Determines Coating Performance

A Durable Finish Begins Before the Powder Gun Is Triggered

Clean It. Prepare It. Coat It. Prove It.

The powder booth gets the attention. The gun has the controls. The curing oven puts the shine on the finished part. But the future of that coating may have been decided before the part reached any of them.

Surface preparation creates the foundation beneath the coating. If that foundation contains oil, rust, scale, dirt, moisture, salts, welding residue, or poorly rinsed chemicals, the powder may still melt into a smooth and attractive film. What it cannot do is turn a contaminated surface into a sound one.

Many coating failures blamed on powder, application equipment, or cure actually begin with the condition of the substrate. A finish is only as dependable as the surface to which it is attached.

The Coating Needs a Sound Surface

Powder coating must remain attached while the finished product is handled, assembled, shipped, installed, cleaned, exposed to weather, struck, bent, heated, cooled, or placed into service.

To do that, the coating needs a surface that is:

  • Free from oil, grease, dirt, and manufacturing residue.
  • Free from loose rust, scale, and poorly attached material.
  • Free from harmful chemical residues and soluble contamination.
  • Properly prepared for the selected powder and service environment.
  • Dry before powder application.
  • Protected from recontamination before coating.

Surface preparation does not merely make the part look cleaner. It creates conditions that allow the coating system to develop adhesion and resist corrosion.

The Foundation Principle

Powder coating can hide a contaminated surface from view, but it cannot prevent that contamination from weakening the coating underneath.

Visibly Clean Is Not Always Properly Clean

A part may look clean while still carrying a thin film of oil, fingerprints, detergent residue, salts, drawing compounds, polishing material, silicone, or moisture.

Some contamination is difficult to see. A surface can appear bright and dry under shop lighting while remaining unsuitable for coating.

This is why wiping a part with a rag and declaring it clean is not a reliable quality-control procedure. Proper cleaning requires a defined process with controlled chemistry, temperature, concentration, contact time, mechanical action, rinsing, and drying as appropriate.

The correct process depends on the substrate, soil, production volume, part geometry, coating system, and required performance.

Common Contaminants and What They Can Do

Contaminant Possible Source Possible Effect
Oil and grease Machining, forming, stamping, handling, lubrication, or maintenance. Poor adhesion, craters, fisheyes, uneven film, smoking, or contamination of cleaning stages.
Rust and corrosion products Outdoor storage, moisture, condensation, improper rinsing, or delayed coating. Adhesion loss, blistering, underfilm corrosion, staining, and early coating failure.
Mill scale Hot-rolled steel manufacturing. Failure when the scale separates from the steel beneath the coating.
Welding residue Welding smoke, spatter, flux, anti-spatter compounds, and heat oxidation. Roughness, poor adhesion, outgassing, craters, contamination, and uneven coverage.
Salts Coastal exposure, process chemicals, perspiration, contaminated water, or previous service. Osmotic blistering, corrosion beneath the coating, and loss of adhesion.
Silicone Lubricants, sealants, polishes, release agents, personal-care products, or maintenance materials. Craters, fisheyes, crawling, and widespread contamination problems.
Moisture Incomplete drying, trapped rinse water, humidity, seams, cavities, or porous castings. Pinholes, blistering, outgassing, corrosion, and poor powder deposition.
Cleaning or pretreatment residue Incorrect concentration, poor rinsing, contaminated rinse stages, or inadequate drainage. Adhesion loss, staining, blistering, corrosion, and cure-related defects.
Dust and abrasive residue Grinding, blasting, sanding, fabrication, or poor housekeeping. Rough finish, inclusions, weak adhesion, and coating defects.

Cleaning and Pretreatment Are Not the Same

Cleaning removes unwanted material from the surface. Pretreatment prepares or modifies the cleaned surface to improve coating adhesion, corrosion resistance, or both.

Cleaning May Remove:

  • Oil and grease.
  • Shop dirt and dust.
  • Drawing compounds.
  • Metalworking fluids.
  • Loose corrosion products.
  • Polishing or buffing residue.
  • Salts and process contamination.

Pretreatment May Provide:

  • A surface more suitable for coating adhesion.
  • Improved resistance to corrosion spreading beneath damaged coating.
  • More consistent surface chemistry.
  • A foundation matched to the substrate and coating system.

A part can be clean without having received the pretreatment required for long-term performance. Likewise, applying pretreatment over a poorly cleaned surface does not make the contamination disappear.

Cleaning comes first. Pretreatment can only work correctly on a surface prepared to receive it.

Mechanical Surface Preparation

Mechanical preparation uses physical action to remove contamination, corrosion, scale, or existing coating and may create a surface profile.

Methods can include:

  • Abrasive blasting.
  • Grinding.
  • Sanding.
  • Wire brushing.
  • Power-tool cleaning.
  • Vibratory or mass-finishing processes.

Mechanical cleaning can be effective for heavy rust, mill scale, weld residue, or existing coatings. However, it must be matched to the substrate and specification.

An abrasive that is too aggressive may distort thin metal or create an excessive surface profile. An abrasive that is too mild may leave scale or tightly attached contamination behind.

Mechanical preparation can also spread oil across the surface if degreasing is not performed when required. Grinding oily steel does not remove the oil reliably. It may push contamination into scratches and distribute it over a larger area.

Chemical Cleaning and Pretreatment

Chemical processes use controlled solutions to clean, etch, deoxidize, or chemically prepare the substrate. The process may be applied by spray, immersion, hand treatment, or another engineered method.

A multistage process may include:

  1. Cleaning or degreasing.
  2. Rinsing.
  3. Additional cleaning, etching, or deoxidizing when required.
  4. Applying a conversion coating or other pretreatment.
  5. Final rinsing.
  6. Drying before powder application.

The exact stages depend on the substrate, soil, process chemistry, water quality, service environment, and required performance.

More stages do not automatically mean a better process. Every stage must have a defined purpose, operate within its control limits, and be maintained correctly.

Pretreatment and Corrosion Resistance

A coating may be damaged during fabrication, assembly, shipping, installation, or service. When moisture reaches exposed metal at a scratch or edge, corrosion may begin.

Proper pretreatment can improve adhesion and help limit the spread of corrosion beneath the coating. The degree of protection depends on the complete system:

  • Substrate.
  • Surface cleanliness.
  • Pretreatment chemistry.
  • Rinsing and water quality.
  • Powder chemistry.
  • Film thickness.
  • Edge coverage.
  • Cure.
  • Exposure conditions.

A high-performance powder applied over weak preparation may perform worse than a more ordinary powder applied over a properly designed and controlled pretreatment system.

Surface Profile Must Fit the Coating

Abrasive preparation can create peaks and valleys called surface profile. That profile can improve mechanical attachment, but it must be appropriate for the coating thickness.

If the coating is too thin to cover the profile peaks adequately, the peaks may receive insufficient protection. This can create thin spots, rough appearance, and early corrosion.

If the profile is too shallow, tightly attached scale or other unwanted material may remain. Profile requirements should therefore be based on the coating system and applicable specification, not on the belief that rougher is always better.

Fabrication Quality Is Part of Surface Preparation

Pretreatment cannot completely correct poor part design or fabrication. Sharp edges, weld spatter, deep crevices, overlapping joints, trapped soils, blind holes, and poorly drained tubing can make cleaning, rinsing, drying, coating, and curing more difficult.

Before coating, inspect for:

  • Sharp edges and burrs.
  • Weld spatter and rough welds.
  • Flux and anti-spatter residue.
  • Unsealed seams and crevices.
  • Areas that trap cleaning solution or rinse water.
  • Oil inside tubing or fabricated assemblies.
  • Laser-cut edge oxidation when it affects adhesion.
  • Mixed metals that may react differently during pretreatment.

The best time to solve these problems is during product and process design—not after rejected parts begin collecting beside the line.

Dry Means Dry

After cleaning and rinsing, parts must be dried before powder application. Moisture can remain in seams, corners, threads, cavities, hollow sections, porous castings, and closely fitted joints.

When trapped moisture enters the cure oven, it can turn into vapor and attempt to escape through the melting powder. The result may be pinholes, bubbles, craters, blistering, or poor adhesion.

Dry-off conditions should be validated for the heaviest and most difficult parts—not only the easiest flat panels. Part orientation and drainage also matter.

Do Not Coat a Surface That Is Beginning to Rust Again

Clean steel can begin developing flash rust when exposed to moisture or excessive delay. If rust, condensation, or contamination appears after preparation, the part must be evaluated and corrected before coating.

Handling Can Undo Good Preparation

A properly prepared part can be recontaminated in seconds. Bare hands can deposit oils and salts. Dirty hooks, gloves, carts, conveyors, tools, or storage racks can place contamination back onto the surface.

Control the time and movement between preparation and coating:

  • Use clean gloves appropriate for the process.
  • Avoid touching prepared coating surfaces unnecessarily.
  • Keep hooks, racks, and conveyors clean.
  • Protect parts from dust, grinding, polishing, welding smoke, and maintenance work.
  • Prevent condensation caused by temperature changes.
  • Establish a maximum allowable delay before coating.
  • Reinspect parts that have been stored or delayed.

Surface preparation is not complete when the part exits the washer. It remains vulnerable until the powder has been applied and properly cured.

Control the Process, Not Just the Finished Appearance

A good pretreatment program uses measurements and records instead of relying only on visual inspection.

Depending on the process, routine checks may include:

  • Cleaner and pretreatment concentration.
  • Solution temperature.
  • pH, conductivity, or other chemistry-specific measurements.
  • Spray pressure and nozzle condition.
  • Contact time.
  • Rinse-water quality.
  • Final-rinse condition.
  • Bath contamination and sludge.
  • Part drainage and dry-off performance.
  • Visual cleanliness and water-break evaluation where appropriate.
  • Conversion-coating weight or another approved verification method.
  • Adhesion and corrosion-test results.

The correct limits must come from the chemical supplier, equipment design, customer specification, and approved operating procedure. A number copied from another finishing line may not apply.

Knowledge Check

  1. Why can a coating look good while being poorly attached?
  2. What is the difference between cleaning and pretreatment?
  3. Name four contaminants that can interfere with powder-coating performance.
  4. Why should oily metal be degreased before abrasive preparation when required?
  5. How can excessive surface profile affect a thin coating?
  6. Why must parts be completely dry before powder application?
  7. How can good surface preparation be undone after the washer?
  8. Why should preparation-process readings be documented?
Review the Answers
  1. Powder can melt and form an attractive film over contamination even though the contamination weakens adhesion beneath it.
  2. Cleaning removes unwanted material. Pretreatment prepares or modifies the cleaned surface to improve adhesion, corrosion resistance, or both.
  3. Examples include oil, grease, rust, mill scale, salts, silicone, moisture, chemical residue, welding residue, and dust.
  4. Abrasive action can spread oil or force it into scratches instead of removing it.
  5. Profile peaks may receive insufficient film thickness, producing thin spots, roughness, or early corrosion.
  6. Trapped water can vaporize during cure and cause pinholes, bubbles, blistering, corrosion, or adhesion loss.
  7. Bare hands, dirty gloves, hooks, carts, dust, condensation, and excessive delay can recontaminate the surface.
  8. Records confirm whether the process remained within its approved limits and help identify changes when defects or failures occur.

The Bottom Line

Surface preparation determines whether powder coating is attached to a sound foundation or merely covering a problem.

Remove the contamination. Prepare the substrate for the required service. Control rinsing and drying. Protect the cleaned part from recontamination. Then verify the process with measurements, records, and performance testing.

The spray gun can apply the powder. The oven can cure it. Neither one can repair the surface underneath it.

Technical Reference Note

Additional information about surface preparation and powder-coating pretreatment is available from the Powder Coating Institute, the Association for Materials Protection and Performance, and TIGER Coatings. Follow the chemical supplier’s written instructions and the applicable customer specification for the actual process.

Free to Learn. Earned Through Completion.



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 > 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
 > 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 03 of 24 | Pot Life and Cure
 > 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
 > 2K and 3K Coating Systems | 00 Course Overview
 > 2K and 3K Coating Systems | Article 01 of 24: Understanding Production Systems
 > 2K and 3K Coating Systems | Article 02 of 24: Reactive Coating Chemistries
 > 2K and 3K Coating Systems | Article 03 of 24: Components A, B, and C
 > 2K and 3K Coating Systems | Article 04 of 24: Mixing Ratios and Tolerances
 > 2K and 3K Coating Systems | Article 05 of 24: Viscosity and Temperature
 > 2K and 3K Coating Systems | Article 06 of 24: Material Supply Systems
 > 2K and 3K Coating Systems | Article 07 of 24: Metering and Dosing
 > 2K and 3K Coating Systems | Article 08 of 24: Static and Dynamic Mixing
 > 2K and 3K Coating Systems | Article 09 of 24: Pot Life and Mixed Volume
 > 2K and 3K Coating Systems | Article 10 of 24: Flushing and Color Change
 > 2K and 3K Coating Systems | Article 11 of 24: Pressure and Flow Control
 > 2K and 3K Coating Systems | Article 12 of 24: Applicators and Atomization
 > 2K and 3K Coating Systems | Article 13 of 24: Color Change and Multiple-Hardener System Design
 > 2K and 3K Coating Systems | Article 14 of 24: Pot Life and Production Interruptions
 > 2K and 3K Coating Systems | Article 15 of 24: Calibration and Ratio Verification
 > 2K and 3K Coating Systems | Article 16 of 24: Flow, Pressure, Alarms, and Interlocks
 > 2K and 3K Coating Systems | Article 17 of 24: Startup, Production, and Shutdown
 > 2K and 3K Coating Systems | Article 18 of 24: Solvent and Waste Reduction
 > 2K and 3K Coating Systems | Article 19 of 24: Containing Off-Ratio Material
 > 2K and 3K Coating Systems | Article 20 of 24: Troubleshooting Ratio, Flow, Pressure, and Mixing Problems
 > 2K and 3K Coating Systems | Article 21 of 24: Production Operating Procedures
 > 2K and 3K Coating Systems | Article 22 of 24: Worker and Facility Safety
 > 2K and 3K Coating Systems | Article 23 of 24: Quality Control and Traceability
 > 2K and 3K Coating Systems | Article 24 of 24: System Acceptance and Lifecycle Management
 > 2K and 3K Coating Systems for OEM Product Finishers | Course Assessment
 > 2K and 3K Coating Systems | Certificate of Completion Request
 > Water and Wastewater Protective Coating Systems | 00 Course Overview
 > Water & Wastewater Coatings | Article 01 of 24: What Protective Systems Must Do
 > Water & Wastewater Coatings | Article 02 of 24: Mapping the Treatment Process
 > Water & Wastewater Coatings | Article 03 of 24: Defining Exposure Zones
 > Water & Wastewater Coatings | Article 04 of 24: Reading Project Requirements
 > Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
 > Water & Wastewater Coatings | Article 06 of 24: Hydrogen Sulfide Corrosion
 > Water & Wastewater Coatings | Article 07 of 24: Evaluating Existing Concrete
 > Water & Wastewater Coatings | Article 08 of 24: Evaluating Existing Steel
 > Water and Wastewater Protective Coating Systems | Article 09 of 24: Cleaning and Decontamination
 > Water and Wastewater Protective Coating Systems | Article 10 of 24: Concrete Repair and Surface Rebuilding
 > Water and Wastewater Protective Coating Systems | Article 11 of 24: Concrete Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 12 of 24: Steel Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 13 of 24: Moisture and Environmental Control
 > Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
 > Water and Wastewater Protective Coating Systems | Article 15 of 24: Selecting Lining Chemistries
 > Water and Wastewater Protective Coating Systems | Article 16 of 24: Potable-Water Infrastructure
 > Water and Wastewater Protective Coating Systems | Article 17 of 24: High-Build Wastewater Linings
 > Water and Wastewater Protective Coating Systems | Article 18 of 24: Resurfacers, Mortars, and Membranes
 > Water and Wastewater Protective Coating Systems | Article 19 of 24: Cracks, Joints, and Transitions
 > Water and Wastewater Protective Coating Systems | Article 20 of 24: Material Storage, Mixing, Plural-Component Equipment, and Application Planning
 > Water and Wastewater Protective Coating Systems | Article 21 of 24: Inspection, Testing, and Quality-Control Documentation
 > Water and Wastewater Protective Coating Systems | Article 22 of 24: Defects, Failure Analysis, and Coating Repairs
 > Water and Wastewater Protective Coating Systems | Article 24 of 24: Estimating, Closeout, Warranties, and Lifecycle Maintenance
 > Water and Wastewater Protective Coating Systems Course Assessment
 > Water and Wastewater Protective Coating Systems | Certificate of Completion Request
 > Industrial Waterproofing | 00 Course Overview
 > Industrial Waterproofing | Article 01 of 24: What Systems Must Do
 > Industrial Waterproofing | Article 02 of 24: How Water Moves
 > Industrial Waterproofing | Article 03 of 24: Positive, Blind, and Negative Side
 > Industrial Waterproofing | Article 04 of 24: Define the Service Conditions
 > Industrial Waterproofing | Article 05 of 24: Reading Project Documents
 > Industrial Waterproofing | Article 06 of 24: Evaluating Concrete
 > Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
 > Industrial Waterproofing | Article 08 of 24: Concrete Surface Preparation
 > Industrial Waterproofing | Article 09 of 24: Cracks, Joints, and Penetrations
 > Industrial Waterproofing | Article 10 of 24: Primers and Bonding Layers
 > Industrial Waterproofing | Article 11 of 24: Membrane Chemistries
 > Industrial Waterproofing | Article 12 of 24: Storage, Mixing, and Proportioning
 > Industrial Waterproofing | Article 13 of 24: Membrane Application Methods
 > Industrial Waterproofing | Article 14 of 24: Thickness and Coverage Control
 > Industrial Waterproofing | Article 15 of 24: Cure and Recoat Windows
 > Industrial Waterproofing | Article 16 of 24: Below-Grade Structures
 > Industrial Waterproofing | Article 17 of 24: Plaza Decks and Podiums
 > Industrial Waterproofing | Article 18 of 24: Vaults and Utility Structures
 > Industrial Waterproofing | Article 19 of 24: Protection and Drainage
 > Industrial Waterproofing | Article 20 of 24: Inspection and Leak Detection
 > Industrial Waterproofing | Article 21 of 24: Defects and Repairs
 > Industrial Waterproofing | Article 22 of 24: Existing-System Rehabilitation
 > Industrial Waterproofing | Article 23 of 24: Estimating and Documentation
 > Industrial Waterproofing | Article 24 of 24: Acceptance and Maintenance
 > Industrial Waterproofing | Course Assessment
 > Industrial Waterproofing | Certificate of Completion Request
 > Masking and Surface Protection for Finishing Shops and Process Lines | 00: Course Overview
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 01 of 18: Masking Requirements: What Must Remain Uncoated—and Why
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 02 of 18: From Drawing or Repair Plan to Masking Instructions
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 03 of 18: Surface Condition, Compatibility, and Material Selection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 04 of 18: Masking Tapes: General Purpose, Fine-Line, and Specialty Appl
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 05 of 18: Masking Papers, Plastic Films, and Overspray Sheeting
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 06 of 18: Caps, Plugs, and Sleeves: Protecting Part Features
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 07 of 18: Custom Masks, Die-Cuts, and Reusable Shields
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 08 of 18: Application Techniques: Edges, Seams, Curves, and Openings
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 09 of 18: Critical Features: Threads, Bores, Mating Faces, and Contact
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 10 of 18: Racks, Hooks, and Fixtures: Coordinating Support and Protecti
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 11 of 18: Masking for Liquid Coating Processes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 12 of 18: Masking for Powder Coating and Oven-Cured Finishes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 13 of 18: Masking Through Cleaning, Pretreatment, and Multistage Proces
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 14 of 18: Automotive Refinish: Vehicle Protection and Masking Through t
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 15 of 18: Job Shops: Managing Varied Parts, Short Runs, and Repeat Orde
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 16 of 18: OEM Process Lines: Standardizing Masking and Inspection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 17 of 18: Troubleshooting Masking Failures
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 18 of 18: Mask Removal, Final Acceptance, and Process Improvement
 > Masking and Surface Protection for Finishing Shops and Process Lines | 19: Course Assessment
 > Masking and Surface Protection for Finishing Shops and Process Lines | 20: Certificate of Completion Request