AirSprayTech Academy Certificate Program
Commercial and Industrial Roof Coatings for Professional Roof Coaters
Primers, Tie Coats, Bleed Blockers, and Rust-Inhibitive Materials
Article 14 of 25
Primer is a functional layer within a specified roof system. It may
promote adhesion, seal porosity, block asphaltic staining, inhibit
corrosion, activate a membrane surface, or connect otherwise difficult
materials—but it cannot make a wet, dirty, loose, or deteriorated
substrate acceptable.
Begin with the Function—not the Color
Two primers that look alike may perform completely different jobs.
Selecting primer by color, price, convenience, or whatever remains in
the warehouse is a common cause of adhesion failure.
The approved roof system should identify the exact primer, substrate,
preparation, coverage, application method, drying condition, minimum
and maximum recoat time, compatible topcoat, and required adhesion
testing.
Primer is not automatically required on every roof, but it must
not be omitted when the approved system requires it. The decision
should come from the current written system specification and verified
field conditions—not assumption.
Major Primer and Intercoat Functions
| Material Type |
Primary Function |
Typical Use |
Primary Risk |
| Bonding primer |
Improves adhesion between a prepared substrate and liquid-applied membrane. |
Concrete, metal, approved membranes, or existing coatings. |
Wrong chemistry or incomplete preparation can still produce interfacial failure. |
| Tie coat |
Creates a compatible bridge between unlike or difficult coating layers. |
Approved existing coatings or transitions between specified chemistries. |
It cannot make an unapproved or unstable underlying coating suitable. |
| Bleed-blocking primer |
Reduces migration of asphaltic oils or staining into the finish. |
Smooth or granulated asphaltic roof surfaces. |
Insufficient film, incomplete cure, or severe asphalt migration can still cause discoloration or blistering. |
| Rust-inhibitive primer |
Promotes adhesion and helps control corrosion on prepared metal. |
Ferrous metal after specified cleaning and rust removal. |
It does not convert perforated, scaled, wet, salty, or structurally weakened metal into sound roofing. |
| Porous-substrate sealer |
Controls absorption and reduces pinholing or outgassing. |
Prepared concrete and other approved porous substrates. |
Excess moisture, vapor drive, or trapped air can still create blistering and pinholes. |
| Membrane primer or activator |
Conditions a specific polymer surface for adhesion. |
Approved TPO, EPDM, PVC, or another named membrane. |
Membrane primers are chemistry-specific and are not automatically interchangeable. |
| Stain-blocking primer |
Reduces the migration of stains or contaminants from an approved prepared surface. |
Project-specific conditions identified by the system manufacturer. |
It may hide evidence of contamination without correcting its source. |
| Moisture-tolerant primer |
Provides adhesion under specifically approved moisture conditions. |
Certain concrete or restoration conditions covered by a tested system. |
The term does not mean the primer can be applied over standing water or uncontrolled moisture. |
Bonding Primers
A bonding primer increases the reliability of adhesion over a properly
prepared surface. Depending on its formulation, it may wet the substrate,
penetrate small pores, create a chemically compatible surface, or provide
a controlled interface for the next coat.
- Confirm that the primer is approved for both the substrate and the liquid-applied roof system.
- Apply only to sound, clean, dry material within the published environmental limits.
- Control coverage. Too little may leave unprimed areas; too much may puddle, skin, remain soft, or extend cure.
- Achieve a uniform film without holidays, puddles, foam, pinholes, or dry spray.
- Apply the next coat only after the stated readiness condition and within the published recoat window.
Primer cannot overcome poor cohesive strength within the substrate. If an
adhesion test pulls apart an existing coating, asphalt layer, weathered
membrane, or weak concrete surface, the problem lies below the primer.
Tie Coats
A tie coat is used when the next material cannot bond reliably to the
prepared existing layer by itself. It may be specified at approved
transitions between coating chemistries or over difficult existing
finishes.
A tie coat must be part of a tested or manufacturer-approved system. It is
not permission to coat unidentified silicone, uncured sealant, soft
asphalt, contaminated repairs, or a widespread failing coating. The bond
is only as strong as every layer beneath it.
Compatibility Must Be Confirmed in Writing
Do not assume that an acrylic, silicone, polyurethane, PMMA, polyurea,
epoxy, or solvent-based tie coat will adhere to every weathered roof
surface. Obtain the manufacturer’s written system recommendation and
complete the specified adhesion testing.
Bleed-Blocking Primers
Asphaltic roofs and repairs can release oils or chemicals that migrate into
a light-colored coating. The result may be yellow or brown staining,
softening, slow cure, reduced reflectivity, or intercoat problems.
A bleed blocker creates a barrier between the prepared asphaltic surface
and the finish system. It may require one or more coats, a specified total
coverage, and complete water or solvent release before topcoating.
Product Example: Why Complete Cure Matters
The Neogard 7711 bleed-block primer product data sheet describes a
single-component, water-based acrylic primer used over smooth asphalt
roof surfaces beneath silicone roof coatings. The published sheet
requires at least 24 hours of cure and states that water must completely
evaporate. It also warns that cool temperatures and high humidity retard
cure and that blistering can occur when subsequent coatings are applied
before the primer is completely dry.
These instructions are product-specific, but they demonstrate why a
schedule is not proof that a primer is ready to receive the next coat.
Bleed blocker does not repair loose aggregate, soft asphalt, active oil
migration, wet insulation, failed mastic, unstable built-up roofing, or
deteriorated modified-bitumen surfacing.
Rust-Inhibitive Primers
Rust-inhibitive primer must be applied over metal prepared to the named
standard. Oil and grease should be removed before mechanical cleaning.
Loose rust, scale, failed paint, salts, and corrosion products must be
removed to the degree required by the specification.
Preparation standards such as AMPP SSPC-SP 1 for solvent cleaning,
SSPC-SP 2 for hand-tool cleaning, SSPC-SP 3 for power-tool cleaning, and
SSPC-SP 15 for commercial-grade power-tool cleaning describe different
procedures and resulting surface conditions. They are not interchangeable.
- Replace perforated or structurally weakened metal.
- Investigate galvanic or dissimilar-metal corrosion.
- Test for soluble salts where the exposure or specification requires it.
- Feather sound coating edges and eliminate sharp corrosion products.
- Prime prepared steel promptly before flash rusting or contamination returns.
- Verify compatibility with galvanized steel, Galvalume, aluminum, copper, stainless steel, and factory finishes.
- Do not assume that a ferrous-metal primer is appropriate for every metal surface.
Rust Converter Is Not Structural Repair
A rust converter or encapsulating primer does not restore lost metal
thickness, repair perforations, tighten loose fasteners, correct failed
seams, or make structurally weakened panels serviceable.
Membrane-Specific Primers and Activators
TPO, EPDM, PVC, and other flexible roof membranes have different surface
chemistries. A product designed for one membrane may be ineffective or
prohibited on another.
For example, the August 2026 Sikalastic EPDM/TPO Primer Lo-VOC data sheet
identifies the product for compatible EPDM and TPO membranes and expressly
states that it is not for PVC. It requires clean, dry surfaces, agitation
before and during use, a published coverage range, complete drying, and
application of the membrane resin within 24 hours.
This example demonstrates why the complete current data sheet must be read.
The words “single-ply primer” are not specific enough for purchasing or
field use.
- Identify the existing membrane accurately.
- Verify whether the membrane is smooth, fleece-backed, reinforced, aged, or previously coated.
- Use the manufacturer’s approved cleaning method.
- Do not substitute an aggressive solvent that can damage or swell the membrane.
- Complete field adhesion testing at representative roof locations.
- Confirm treatment at laps, repairs, sealants, cover tape, and exposed reinforcement.
Porous Concrete and Outgassing
Concrete and other porous substrates can absorb primer unevenly and release
air or moisture vapor into the wet film. Pinholes, bubbles, craters, and
blisters may result.
- Prepare concrete to the specified surface profile.
- Remove dust, laitance, curing compounds, sealers, and contamination.
- Verify moisture condition and vapor exposure using the project-approved procedure.
- Use the specified penetrating, epoxy, or other approved primer at controlled coverage.
- Where instructed, apply during falling substrate temperature to reduce outgassing.
- Repair primer pinholes and defects before installing the roof membrane.
Primer does not stop hydrostatic pressure or make an inappropriate damp
substrate acceptable unless the complete approved system is specifically
designed and tested for that condition.
Coverage Is a Quality-Control Requirement
Primer coverage controls film continuity and cure. Estimate theoretical
quantity from roof area and published coverage, then add allowances for
profile, porosity, waste, equipment losses, and detail work.
Verify actual consumption by comparing the measured area completed with
the number of containers or partial containers used. Record product name,
batch numbers, area, start and stop times, application conditions, and
quantity used.
A rough or porous substrate may consume more material, but simply applying
extra primer without guidance can create puddles, pinholes, slow cure, or
soft areas. When actual consumption differs materially from the specified
range, stop and determine why.
Mixing and Application Control
- Confirm the product name, component designation, batch number, shelf life, storage condition, and container condition.
- Bring the material into the permitted application-temperature range.
- Mix or agitate exactly as required; some primers settle and require repeated agitation during use.
- For plural-component primers, use the exact ratio and observe induction time and pot life.
- Do not thin, extend, or combine products unless expressly permitted.
- Use the approved roller, brush, pad, squeegee, or spray equipment.
- Keep lids closed when required to prevent solvent loss, contamination, skinning, or moisture reaction.
- Do not return contaminated or partially reacted material to the original container.
Dry-to-Touch Is Not Always Ready-to-Coat
Primer readiness may be defined by elapsed time, appearance, tack,
solvent release, water evaporation, temperature, or a combination of
conditions. Minimum time prevents premature topcoating; maximum time
prevents coating an aged or contaminated primer.
| Condition |
Potential Result |
Required Response |
| Topcoat applied too early |
Blistering, solvent entrapment, pinholes, slow cure, or intercoat failure. |
Stop and follow the manufacturer’s written disposition. |
| Maximum recoat window exceeded |
Reduced chemical or mechanical intercoat adhesion. |
Clean, abrade, reprime, or otherwise treat the surface as specified. |
| Primer exposed to rain, dew, dust, or traffic |
Contamination, whitening, wash-off, damage, or loss of adhesion. |
Inspect and recondition the surface using the approved procedure. |
| Puddled or excessively thick primer |
Delayed cure, soft film, cracking, or incompatible topcoat behavior. |
Do not topcoat until the manufacturer evaluates the affected area. |
| Primer applied too thin |
Holidays, poor sealing, incomplete bleed blocking, or reduced adhesion. |
Correct the film according to the written specification. |
| Primer left exposed too long |
Ultraviolet degradation, contamination, loss of recoatability, or moisture exposure. |
Obtain the manufacturer’s written cleaning and reconditioning procedure. |
Environmental and Occupied-Building Controls
Primer limits may differ from the finish-coating limits. Measure and
record ambient temperature, substrate temperature, relative humidity,
dew point, wind, forecast, and surface moisture.
Do not assume that a fast-drying surface means the entire primer film has
cured. Porous surfaces, shaded areas, low spots, heavy application, cool
temperatures, and high humidity can extend drying.
Solvent vapors and odors can enter through air intakes, windows, doors,
penetrations, and wall openings. Coordinate intake shutdown or isolation,
ventilation, ignition control, occupant notification, hot-work restrictions,
and respiratory protection through the approved safety plan and current
safety data sheets.
Primer Selection Matrix
| Substrate or Condition |
Possible Primer Function |
Required Verification |
| Prepared ferrous metal |
Corrosion inhibition and bonding. |
Metal identity, preparation standard, soluble salts, primer compatibility, and recoat window. |
| Galvanized or factory-finished metal |
Bond promotion. |
Finish identity, weathering, preparation, approved primer, and adhesion testing. |
| Existing asphaltic roofing |
Bleed blocking, surface sealing, or bond promotion. |
Roof condition, surface stability, moisture, asphalt migration, drainage, cure, and system approval. |
| Concrete |
Porosity control, outgassing reduction, and bonding. |
Moisture condition, profile, laitance removal, vapor exposure, porosity, and pinhole correction. |
| EPDM membrane |
Surface activation and bond promotion. |
Membrane identification, cleaner, approved EPDM primer, adhesion testing, and recoat window. |
| TPO membrane |
Surface activation and bond promotion. |
Membrane manufacturer, age, formulation, weathering, approved TPO primer, and adhesion testing. |
| PVC membrane |
System-specific bond promotion. |
Written approval for PVC, plasticizer migration, cleaning method, primer compatibility, and adhesion. |
| Existing acrylic coating |
Bond promotion when required. |
Existing film adhesion, chalking, moisture, cleaning, compatibility, and manufacturer approval. |
| Existing silicone coating |
Specialized tie coat or compatible silicone preparation. |
Positive identification, surface condition, cleaning, adhesion test, and written system approval. |
| Dissimilar-material transition |
Compatible interface between approved materials. |
Movement, sealant, reinforcement, primer sequence, lap construction, and approved detail. |
| Unknown existing coating |
No primer should be selected until the coating is identified and evaluated. |
Material identification, adhesion, solvent response, compatibility testing, and written manufacturer direction. |
What Primer Cannot Correct
- Wet insulation or trapped moisture within the roof assembly.
- Loose, delaminated, chalking, or deteriorated existing coatings.
- Structurally unsound decking or corroded metal with significant section loss.
- Active roof leaks, failed seams, loose fasteners, or defective flashings.
- Oil, grease, biological growth, salts, dirt, or incompatible contaminants.
- Standing water or drainage defects prohibited by the specified system.
- Movement beyond the capacity of the roof detail or liquid membrane.
- Unapproved combinations of primers, sealants, reinforcements, and coatings.
- Application outside environmental or recoat limits.
- An unsuitable roof that should be repaired or replaced instead of coated.
Field Quality-Control Checklist
- Verify the substrate and existing roof materials.
- Confirm that the roof is dry, sound, clean, and acceptable for the specified system.
- Review the current product data sheet, safety data sheet, guide specification, and detail drawings.
- Confirm the exact primer for each substrate and transition.
- Record product names, batch numbers, shelf-life dates, and storage conditions.
- Measure and document ambient temperature, substrate temperature, relative humidity, and dew point.
- Complete the required adhesion tests and retain the results.
- Mix and apply the primer using the specified equipment and method.
- Track the roof area and actual material consumption.
- Inspect for holidays, puddles, pinholes, contamination, wash-off, and incomplete drying.
- Apply the next coat only when the primer is ready and within its recoat window.
- Document deviations and obtain written manufacturer direction before proceeding.
The Test Patch Is Part of the Decision
Small field test areas can help confirm cleaning, primer coverage,
application behavior, drying, intercoat compatibility, and adhesion.
Test locations should represent different roof conditions—not only the
cleanest and easiest area.
A successful test patch supports the selection decision, but it does not
override concealed moisture, unsound roofing, code requirements, or the
manufacturer’s complete system specification.
Technical References and Industry Resources
Product examples are provided for education and do not constitute an
endorsement. Product data sheets, standards, formulations, application
requirements, and warranty requirements can change. Verify the current
edition and current manufacturer documents before specifying or applying
any material.
Article 14 Takeaway
A primer is a precisely selected system component—not a universal
problem solver. Its success depends on correct substrate identification,
preparation, compatibility, coverage, environmental control, complete
cure, and timely topcoating.
The professional contractor does not ask only, “Does this roof need
primer?” The better question is, “What function must the primer perform,
and which exact approved product performs that function within this
complete roof system?”
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> Automotive Refinish—From Repair Plan to Road Ready | Article 09 of 28 | Build It Straight: Fillers, Glazes, Primers, and Sealers
> Automotive Refinish—From Repair Plan to Road Ready | Article 10 of 28 | Mask the Repair, Not the Mistake: Paper, Plastic, Tape, and Technique
> Automotive Refinish—From Repair Plan to Road Ready | Article 11 of 28 | Choose the Complete System: Modern Automotive-Refinish Materials
> Automotive Refinish—From Repair Plan to Road Ready | Article 12 of 28 | Control the Mix: Paint Storage, Mixing Rooms, and Material Management
> Automotive Refinish—From Repair Plan to Road Ready | Article 13 of 28 | Match It Before You Spray It: Color Tools, Spray-Outs, and Color Acceptance
> Automotive Refinish—From Repair Plan to Road Ready | Article 14 of 28 | Choose the Right Spray Gun: Match the Equipment to the Finish
> Automotive Refinish—From Repair Plan to Road Ready | Article 15 of 28 | Feed the Finish: Air-Compressor Operation and Maintenance
> Automotive Refinish—From Repair Plan to Road Ready | Article 16 of 28 | Keep the Gun Honest: Spray Equipment Operation and Maintenance
> 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 | 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
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