AirSprayTech Academy Certificate Program
Roof-Coating Inspection, Film-Thickness Testing, Defects, and Repairs
Commercial and Industrial Roof Coatings for Professional Roof Coaters
Article 23 of 25
Inspection is not simply a final walk across the roof. It is a planned
process that begins with substrate acceptance and continues through
material control, application, curing, testing, repairs, documentation,
and final acceptance.
Inspection Must Begin Before Coating Application
Many roof-coating failures cannot be detected by looking at the finished
surface. A roof may appear uniform while concealing wet insulation,
contamination, insufficient coating thickness, poorly treated seams,
incomplete reinforcement, trapped moisture, or weak adhesion.
Effective inspection establishes documented hold points throughout the
project. Work should not advance beyond an important stage until the
required conditions have been verified and recorded.
Contractor principle: Inspect conditions while they can
still be seen. Once primer, reinforcement, or finish coating covers the
work, verification becomes more difficult and sometimes impossible.
The Inspector and Applicator Have Different Roles
The applicator is responsible for performing the work in accordance with
the contract documents, approved roof-coating system, manufacturer’s
instructions, and applicable safety requirements.
The inspector observes, measures, records, and reports whether the
completed work conforms to the stated requirements. Unless specifically
authorized by the contract, the inspector should not assume responsibility
for the contractor’s means, methods, sequencing, supervision, or safety
program.
When a nonconforming condition is found, it should be documented clearly.
The project authority, specification, or manufacturer should determine
the required corrective action when the answer is not already established
in the approved documents.
Recommended Inspection Hold Points
| Project Stage |
Inspection Activity |
Recommended Record |
| Before mobilization |
Confirm the approved system, specifications, products,
colors, coverage rates, details, testing, and warranty
requirements.
|
Approved submittals, technical data sheets, safety data
sheets, drawings, and preconstruction meeting notes.
|
| Existing-roof evaluation |
Identify substrate type, previous repairs, moisture,
drainage conditions, deterioration, contamination, and
areas requiring replacement.
|
Roof survey, moisture investigation, photographs, repair
map, and substrate-acceptance report.
|
| After cleaning and preparation |
Verify that dirt, biological growth, loose material,
oxidation, oils, and incompatible materials have been
removed.
|
Cleaning method, completed areas, photographs, adhesion
trials, and unresolved conditions.
|
| After repairs and detailing |
Inspect seams, fasteners, penetrations, flashings,
transitions, drains, reinforcement, and repaired
substrates before field coating begins.
|
Detail checklist, photographs, material batch information,
and repair locations.
|
| During coating application |
Monitor environmental conditions, mixing, pot life,
coverage, wet-film thickness, spray quality, application
sequence, and reinforcement embedment.
|
Daily report, weather log, wet-film readings, material
usage, and application-area map.
|
| After cure |
Inspect appearance, continuity, adhesion, thickness,
cure, drainage, details, and identified defects.
|
Inspection report, test results, defect map, photographs,
and punch list.
|
| After repairs |
Verify that defective areas were removed or prepared and
rebuilt to the approved system requirements.
|
Repair log, retest results, photographs, and final
acceptance documentation.
|
Pre-Application Substrate Acceptance
The roof-coating system should not be used to conceal an unacceptable
roof assembly. Before application begins, the contractor should confirm
that the substrate and roof conditions are suitable for the specified
system.
- Confirm the roof substrate and existing membrane type.
- Locate wet insulation and confirm the required removal or repair.
- Verify that the roof is sufficiently dry for the approved system.
- Inspect seams, laps, fasteners, flashings, penetrations, and curbs.
- Check drains, scuppers, gutters, and evidence of ponding water.
- Identify rust, oxidation, chalking, biological growth, and contamination.
- Confirm that incompatible materials have been removed or isolated.
- Verify the required cleaning, surface preparation, and primer.
- Complete adhesion trials when required by the manufacturer or specification.
- Document conditions that remain outside the contractor’s scope.
Do not accept by appearance alone: A surface can look
clean and dry while still containing soluble contamination, trapped
moisture, weak existing coating, or poorly bonded repairs.
Material Identification and Control
Inspection should confirm that the materials delivered to the project
match the approved submittal. Products within the same chemical family
are not automatically interchangeable.
Verify Before Use
- Manufacturer and exact product name
- Primer, base coat, reinforcement, and finish coat
- Component designation and mixing ratio
- Color and finish
- Batch or lot number
- Manufacturing and expiration dates
- Storage temperature and condition
- Unopened and undamaged containers
Record During Application
- Containers issued and returned
- Material used in each roof area
- Mixing time and equipment
- Induction time when required
- Pot-life start and expiration
- Thinning or additives, if specifically permitted
- Application method and equipment
- Waste, spills, and unused mixed material
Wet-Film Thickness
Wet-film thickness is measured while the coating is still wet. It gives
the applicator immediate information about whether the applied coating
is likely to produce the required dry-film thickness.
A notch-type wet-film gauge may be used in accordance with
ASTM D4414, Standard Practice for Measurement of Wet Film Thickness by
Notch Gages.
- Use a clean, undamaged gauge with an appropriate measurement range.
- Press the gauge squarely into the wet coating immediately after application.
- Remove it without sliding it across the surface.
-
Identify the highest numbered tooth that is wet and the next higher
tooth that is not wet.
-
Record the wet-film thickness as lying between those two values.
- Clean the gauge promptly before the coating cures.
Textured substrates, aggregate, reinforcement, corrugated panels, rough
existing coatings, and irregular surfaces can produce variable readings.
One isolated reading does not establish compliance across an entire roof.
The inspection plan should define the required frequency and locations.
Estimating Dry-Film Thickness from Wet-Film Thickness
Estimated dry-film thickness = Wet-film thickness × Volume-solids fraction
For example, a coating applied at 30 wet mils with 70 percent volume
solids would theoretically produce:
30 wet mils × 0.70 = 21 dry mils
This is a theoretical calculation. Surface texture, overspray, retained
material in application equipment, evaporation, waste, thinning,
shrinkage, and measurement variation can affect the finished result.
Always use the current manufacturer-published volume-solids value and
specified coverage requirements.
Material Reconciliation
Material reconciliation compares the roof area coated with the quantity
of material actually used. It is one of the most useful methods for
identifying large thickness deficiencies.
Required gallons = Roof area ÷ 100 × Specified gallons per 100 square feet
If 10,000 square feet must receive 2 gallons per 100 square feet, the
theoretical requirement is:
10,000 ÷ 100 × 2 = 200 gallons
The calculation must be adjusted when appropriate for surface texture,
corrugation, parapets, vertical details, reinforcement saturation,
equipment losses, waste, and manufacturer-established application
allowances.
Material reconciliation should use actual container counts and mapped
application areas. Purchase quantities alone do not prove that the
required amount was installed on the roof.
Dry-Film Thickness Testing
Dry-film thickness testing must be selected for the actual coating and
substrate. A test method appropriate for coated steel may not work over
spray polyurethane foam, concrete, single-ply membrane, modified bitumen,
or an existing nonmetallic roof assembly.
ASTM D7091, Standard Practice for Nondestructive Measurement of Dry Film
Thickness of Nonmagnetic Coatings Applied to Ferrous Metals and
Nonmagnetic, Nonconductive Coatings Applied to Non-Ferrous Metals,
addresses magnetic and eddy-current measurements over appropriate metal
substrates.
Important limitation: A magnetic or eddy-current gauge
does not provide a valid coating-thickness measurement over ordinary
roofing membranes, insulation, spray foam, wood, or concrete. Do not
report a number from an unsuitable instrument as verified dry-film
thickness.
On nonmetallic roof assemblies, verification may require material
reconciliation, controlled test panels, witness plates, destructive
thickness sampling, cores, microscopy, or another project-approved
procedure. Destructive testing should be authorized in advance, and every
test location must be repaired with the approved roofing system.
Adhesion Testing
Adhesion testing can help determine whether the roof-coating system is
bonded adequately to the prepared substrate. The test method, conditioning
period, number of tests, locations, acceptance criteria, and repair
procedure should be established before testing begins.
Field Peel Tests
Some roof-coating manufacturers use reinforced test strips or
project-specific peel procedures to evaluate adhesion. These tests must
be performed and interpreted according to the manufacturer’s written
instructions or the project specification.
ASTM D903, Standard Test Method for Peel or Stripping Strength of Adhesive
Bonds, may be referenced in some laboratory or project procedures,
but it should not be assumed to govern every field peel test performed
on a roof.
Pull-Off Adhesion
Portable pull-off adhesion testing may be specified for certain systems
and substrates:
The measured force is only part of the result. The report should also
identify the failure plane.
| Observed Failure |
Possible Meaning |
| Adhesive failure at the substrate interface |
The coating separated from the substrate. Preparation,
contamination, primer selection, moisture, or compatibility
may require investigation.
|
| Cohesive failure within the coating |
The coating split within itself. The measured result may
represent the cohesive strength of the coating layer.
|
| Cohesive failure within the substrate |
The substrate failed before the coating bond. Weak concrete,
foam, existing coating, or roofing material may control the
result.
|
| Failure between coating layers |
Intercoat adhesion, contamination, recoat interval, or
incompatible layers should be investigated.
|
| Glue or dolly failure |
The attachment adhesive or test setup failed. The result
may not represent the roof-coating adhesion.
|
Record whether the coating was cut around the dolly, because cutting can
change the stress distribution and test result. Record the instrument,
dolly size, loading rate, temperature, cure time, measured force, failure
location, and repair method.
Holiday and Discontinuity Testing
A holiday is a pinhole, void, gap, or other discontinuity that leaves the
substrate or an underlying layer insufficiently protected. Holiday
testing may be useful for certain seamless membranes and lining-type roof
systems, but it is not automatically appropriate for every roof coating.
Low-voltage wet-sponge equipment and higher-voltage spark-testing
equipment operate differently and have different limitations. The proper
method depends on coating thickness, electrical conductivity, substrate,
reinforcement, moisture, cure, and system design.
Do not improvise: Perform holiday testing only when it is
required or approved by the roof-system manufacturer or project
specification. Incorrect voltage or an unsuitable procedure can damage
the membrane or produce misleading results.
Common Roof-Coating Defects
| Defect |
Possible Causes |
Inspection Considerations |
| Pinholes or holidays |
Porous substrate, air release, insufficient thickness,
poor spray atomization, or incomplete coverage.
|
Determine depth, frequency, affected layer, and whether
the substrate is exposed.
|
| Blisters or bubbles |
Trapped moisture, vapor pressure, outgassing, solvent
entrapment, contamination, or application over a hot
substrate.
|
Map the area and determine the failure plane before
authorizing repair.
|
| Mud cracking |
Excessive thickness, rapid surface drying, improper
application, incompatible substrate, or insufficient cure.
|
Determine whether cracking is superficial or extends
through the applied layer.
|
| Wrinkling |
Excessive film build, surface skinning, trapped solvent,
or coating over an uncured layer.
|
Check hardness, cure, thickness, and intercoat condition.
|
| Fisheyes or craters |
Oil, silicone, grease, release agents, or airborne
contamination.
|
Identify and remove the contamination source before
recoating.
|
| Dry spray or rough overspray |
Excessive spray distance, wind, high pressure, hot
conditions, unsuitable tip, or poor spray technique.
|
Check adhesion, continuity, texture, and effective film
build.
|
| Sags, runs, or ponded coating |
Excessive application, poor viscosity control, improper
spray technique, or application on steep details.
|
Check cure, cracking, solvent entrapment, and uniformity.
|
| Exposed reinforcement |
Insufficient embedment, poor saturation, movement, or
inadequate finish-coat coverage.
|
Confirm whether the reinforcement remains bonded and
whether the specified system thickness can be restored.
|
| Soft or uncured coating |
Incorrect mixing, low temperature, excessive humidity,
contamination, expired material, or incompatible layers.
|
Do not cover the condition until the cause and corrective
procedure are established.
|
| Peeling or delamination |
Poor preparation, moisture, contamination, weak existing
material, missing primer, or exceeded recoat interval.
|
Determine the actual failure plane and full limits of
unsound material.
|
Diagnose the Defect Before Repairing It
Covering a defect without finding its cause often produces a larger
failure. Before selecting a repair, determine what failed, where it
failed, and why it failed.
- Mark and map the affected area.
- Photograph the defect and surrounding roof conditions.
- Review weather, batch, mixing, and application records.
- Check for moisture beneath or within the roof assembly.
- Open selected defects when authorized to locate the failure plane.
- Determine whether the defect is isolated or representative of a larger area.
- Obtain the manufacturer’s written repair procedure when required.
- Complete and document a trial repair before extensive corrective work.
Establishing Repair Boundaries
Repair boundaries should extend to sound, clean, dry, and firmly bonded
material. The visible edge of a blister or delaminated area may not
represent the full extent of the failure.
- Remove loose, wet, contaminated, uncured, or poorly bonded material.
- Correct the source of moisture or movement when it is within the project scope.
- Prepare and feather sound coating edges as required.
- Clean the repair area without contaminating adjacent surfaces.
- Apply the specified primer or tie coat when required.
- Restore reinforcement and detail layers to the approved configuration.
- Provide the required overlap onto sound existing material.
- Restore the total specified coating thickness.
- Observe recoat windows and cure requirements.
- Retest repaired areas when required.
Repairs should be mapped and photographed. The record should include the
defect, suspected cause, material removed, preparation method, repair
products, batch numbers, application date, weather conditions, and final
inspection result.
Final Roof Inspection
Final acceptance should confirm more than color and general appearance.
The completed roof should be compared with the approved specification,
manufacturer’s system requirements, detail drawings, and documented
project changes.
Final Inspection Checklist
- All specified roof areas received the complete coating system.
- Required seams, fasteners, penetrations, flashings, and transitions are complete.
- Reinforcement is properly embedded and covered.
- No unacceptable pinholes, blisters, cracks, voids, runs, or exposed substrate remain.
- Material use and application areas have been reconciled.
- Required wet-film, dry-film, adhesion, or continuity tests are documented.
- Repairs and punch-list items have been completed and accepted.
- Drains, scuppers, gutters, and drainage paths are open.
- Masking, debris, unused material, and temporary protection have been removed.
- The coating has received the required cure before traffic or service.
- Daily reports, photographs, batch records, and test results are complete.
- Warranty forms and manufacturer inspection requirements have been satisfied.
- The owner has received maintenance and inspection instructions.
Inspection Documentation
A technically correct installation can still become difficult to defend
if the project record is incomplete. Documentation should identify what
was observed, where it was observed, when it occurred, who was present,
what requirement applied, and how the condition was resolved.
- Daily weather and environmental-condition logs
- Roof-area maps and application sequencing
- Before, during, and after photographs
- Product, batch, expiration, and storage records
- Mixing, pot-life, and application records
- Wet-film and dry-film thickness readings
- Material usage and container reconciliation
- Adhesion, holiday, cure, and other test results
- Nonconformance and corrective-action reports
- Repair maps and repair-completion records
- Approved changes and manufacturer communications
- Final punch list and acceptance report
Write facts, not assumptions: Record measurable
conditions and observations. Distinguish clearly between an observed
condition, a possible cause, and a confirmed cause.
Technical References and Industry Resources
ASTM documents are copyrighted standards and may require purchase or
authorized access. Always verify the edition required by the project.
Manufacturer instructions, project specifications, approvals, codes, and
warranty requirements may contain additional or more restrictive
requirements.
Article 23 Takeaway
Roof-coating inspection is a continuous quality-control process.
Substrate acceptance, environmental records, wet-film measurements,
material reconciliation, suitable testing, defect diagnosis, documented
repairs, and final verification work together to establish whether the
specified system was actually installed.
No single test proves the quality of an entire roof. The most defensible
conclusion comes from multiple forms of evidence collected throughout
the project.
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> Automotive Refinish—From Repair Plan to Road Ready | Article 02 of 28 | PPE Is Part of the Process: Protecting the Automotive Painter
> Automotive Refinish—From Repair Plan to Road Ready | Article 03 of 28 | Fire, Fumes, and Ignition Sources: Everyday Refinish-Shop Safety
> Automotive Refinish—From Repair Plan to Road Ready | Article 04 of 28 | A Clean Shop Paints Cleaner Cars: Housekeeping and Contamination Control
> Automotive Refinish—From Repair Plan to Road Ready | Article 05 of 28 | Know What You Are Painting: Automotive Substrate Identification
> Automotive Refinish—From Repair Plan to Road Ready | Article 06 of 28 | Clean Before You Cut: Washing, Degreasing, and Contamination Removal
> Automotive Refinish—From Repair Plan to Road Ready | Article 07 of 28 | Stop Corrosion Before It Starts: Bare Metal and Corrosion Protection
> Automotive Refinish—From Repair Plan to Road Ready | Article 08 of 28 | Sand With a Purpose: Abrasives, Grit Selection, and Surface Profiles
> 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 | 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 | 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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