AirSprayTech Academy Certificate Program
Water and Wastewater Protective Coating Systems
Article 24 of 24
Estimating, Closeout, Warranties, and Lifecycle Maintenance
Converting technical coating work into a complete project, a defensible record, and a maintainable protective asset
A Successful Project Must Work Technically and Commercially
A contractor can perform excellent coating work and still lose money through an incomplete estimate, poorly defined scope, undocumented changes, unrealistic schedule, or misunderstood warranty. The owner can receive an excellent new lining and still lose years of service life by failing to inspect, clean, and repair it.
The final responsibility of the professional contractor is to connect the technical work with sound estimating, project controls, complete closeout documentation, clearly defined warranties, owner training, and a practical maintenance plan.
Estimate the Entire Work Process
Coating material and application labor may represent only part of the actual project cost. A complete estimate begins when the crew mobilizes and ends after inspection, repairs, cleaning, closeout, and demobilization.
The estimate should address:
- Site investigation, meetings, submittals, permits, and project planning.
- Mobilization, demobilization, transportation, lodging, and site access.
- Bypass pumping, isolation, draining, cleaning, and facility coordination when included.
- Confined-space entry, attendants, atmospheric monitoring, rescue, and safety supervision.
- Scaffolding, lifts, platforms, fall protection, lighting, and temporary access.
- Containment, ventilation, heating, cooling, and dehumidification.
- Surface preparation, abrasive, water, compressed air, fuel, and electricity.
- Waste collection, characterization, transportation, and disposal.
- Concrete repair, crack treatment, joint work, welding, grinding, and substrate correction.
- Coating materials, fillers, reinforcement, aggregate, cleaners, solvent, and repair products.
- Application equipment, plural-component equipment, hoses, tips, filters, mixers, and spare parts.
- Inspection, testing, quality control, repairs, disinfection, and commissioning support.
- Weather delays, cure periods, restricted work hours, facility shutdowns, and schedule risk.
- Insurance, bonds, overhead, contingency, warranty exposure, and profit.
Do Not Estimate from Square Footage Alone
Two structures with the same surface area can require very different costs. Access, geometry, substrate condition, contamination, joints, penetrations, active leaks, process restrictions, ventilation, cure conditions, and testing requirements may have a greater effect on cost than area.
A square-foot price developed from an uncomplicated open surface should not be transferred to a congested wet well, digester, filter gallery, pipe interior, or operating treatment structure without adjustment.
Confirm Quantities from Field Conditions
Drawings and specifications should be reviewed, but field verification remains essential. Existing water and wastewater structures may differ from record drawings because of repairs, additions, sediment, previous coatings, inaccessible surfaces, or undocumented process changes.
Quantity calculations should include:
- Walls, floors, ceilings, roofs, columns, beams, channels, and sumps.
- Pipes, fittings, supports, ladders, platforms, baffles, and equipment bases.
- Edges, welds, bolts, fasteners, penetrations, joints, and other detailed surfaces.
- Stripe coats and additional material at irregular geometry.
- Concrete porosity, surface profile, bugholes, pits, and void filling.
- Application loss, overspray, hose retention, container residue, and test spraying.
- Waste from pot-life expiration, equipment flushing, color changes, and startup.
- Repair allowance and reserve material for future owner maintenance.
Separate Known Scope from Unknown Conditions
Many substrate conditions cannot be fully evaluated until the structure is drained, cleaned, ventilated, and made accessible. The bid should identify which conditions are included and how concealed or changed conditions will be handled.
Potential unknowns include:
- Hidden concrete deterioration or reinforcing-steel corrosion.
- The number, depth, and activity of cracks.
- Existing coating type, thickness, adhesion, and hazardous constituents.
- Oil, salts, chemicals, biological residue, or deeply embedded contamination.
- Active water infiltration or negative-side moisture pressure.
- Corrosion loss hidden beneath the existing coating.
- Unidentified repairs or incompatible materials.
- Process conditions differing from the information supplied for bidding.
Unit prices, allowances, inspection hold points, and written change procedures can address uncertainty more fairly than burying unknown risk inside a lump-sum price.
Define the Scope and Exclusions Clearly
A proposal should state exactly what the contractor will provide. It should also identify work that is excluded, furnished by others, or dependent on owner action.
Clarify responsibility for:
- Structure draining, isolation, bypass, cleaning, and process shutdown.
- Removal and reinstallation of mechanical or electrical equipment.
- Structural concrete repair, crack injection, joint replacement, and welding.
- Water, power, compressed air, lighting, ventilation, and access.
- Hazardous-material testing and abatement.
- Waste profiling, manifests, transportation, and disposal fees.
- Third-party inspection, laboratory testing, and manufacturer observation.
- Disinfection, sampling, commissioning, and process startup.
- Delays caused by owner operations, weather, other trades, or unavailable utilities.
Assumptions Must Be Written
An assumption discussed during a site visit but omitted from the proposal may be forgotten when the contract is issued. Record the assumed surface condition, work hours, access, utility availability, shutdown duration, number of mobilizations, environmental conditions, waste classification, and other factors that affect price.
If the contract documents conflict with the proposal, resolve the conflict in writing before signing or mobilizing.
Production Rates Must Reflect the Actual Work
Surface-preparation and coating-production rates should be based on access, geometry, containment, substrate condition, equipment, crew experience, inspection frequency, environmental control, and work restrictions.
Include time for:
- Daily confined-space setup and permit activities.
- Moving scaffolding, ventilation ducts, lighting, hoses, and equipment.
- Cleaning between preparation and coating operations.
- Environmental readings and inspection hold points.
- Mixing, plural-component startup, ratio checks, and flushing.
- Stripe coating and detailed hand work.
- Recoat and cure intervals.
- Defect correction and retesting.
- Cleaning, disinfection, punch-list work, and closeout.
Control Changes Before Performing the Work
Additional work should be documented before labor and material are committed whenever safety and emergency conditions permit.
A change record should identify:
- The condition or request that created the change.
- The affected location and quantity.
- The proposed corrective work.
- Added or reduced labor, material, equipment, and subcontract cost.
- Effect on schedule, cure time, access, inspection, and return to service.
- Written authorization from the person permitted to approve the change.
Daily reports should describe changed conditions even when final pricing is still being developed. Photographs and measured quantities help prevent later disagreement.
Final Acceptance Is a Defined Process
Substantial completion, coating acceptance, return to service, and final payment may occur at different times. The contract should define each milestone.
Final acceptance should confirm that:
- The specified coating system has been installed in the required locations.
- Surface preparation, environmental control, application, cure, and inspection requirements have been satisfied.
- Thickness, holiday, adhesion, cure, and other required tests are acceptable.
- Defects, repairs, nonconformances, and punch-list items have been closed.
- Cleaning, disinfection, sampling, and commissioning are complete when applicable.
- The structure has been accepted for return to service.
- Closeout documents, warranties, training, and maintenance information have been delivered.
Assemble a Complete Closeout Package
The closeout package should provide a permanent record of what was installed and how compliance was verified. Include, as applicable:
- Approved submittals, specifications, drawings, and written clarifications.
- Current product data sheets and safety data sheets.
- Manufacturer approvals, compatibility statements, and repair procedures.
- Potable-water certifications and current listing information where applicable.
- Material delivery records, lot numbers, batch numbers, quantities, and expiration dates.
- Daily reports, photographs, environmental records, and production locations.
- Surface-preparation, profile, moisture, contamination, and cleanliness records.
- Mixing, thinning, induction, pot-life, material-temperature, and ratio records.
- Wet-film and dry-film thickness reports.
- Holiday, adhesion, cure, and other test results.
- Nonconformance reports, corrective actions, repair maps, and retest results.
- Waste records, manifests, and disposal documentation.
- Cleaning, disinfection, laboratory, commissioning, and return-to-service records.
- Final acceptance, warranty, maintenance, and training documents.
Organize Records So They Can Be Used
A folder containing hundreds of unidentified photographs and scanned forms is not an effective closeout package. File names, report dates, structure locations, grid references, and photograph captions should allow another person to find the information years later.
Provide searchable electronic files when possible and retain contractor copies according to company policy, contract requirements, insurance guidance, and applicable law.
Understand What the Warranty Covers
A warranty is a contractual promise with defined limits. It is not a guarantee that every coating will remain unchanged under every operating condition.
The warranty should identify:
- The warranted coating system and covered locations.
- The beginning and ending dates.
- Covered defects or performance conditions.
- The contractor's repair obligation and the owner's remedy.
- Required inspection, maintenance, cleaning, and notification by the owner.
- Procedures and time limits for submitting a claim.
- Access, draining, bypass, cleaning, and other responsibilities during warranty investigation or repair.
- Applicable exclusions and limitations.
Do Not Promise Performance Outside the Designed Service
A contractor should not warrant performance against conditions that the coating system was not selected to withstand. Examples include changed chemicals, increased temperatures, stronger disinfectants, abrasion from new equipment, active structural movement, negative-side moisture, or process exposure that differs from the information supplied during system selection.
Warranty language should be reviewed carefully and coordinated with manufacturer warranties, insurance coverage, contract requirements, and legal counsel when appropriate.
Manufacturer and Contractor Warranties Are Different
A manufacturer's material warranty may cover only a verified product defect. A contractor warranty may cover workmanship. A jointly issued system warranty may contain additional requirements for approved applicators, inspections, documentation, maintenance, and notification.
Do not describe a manufacturer's technical visit, product recommendation, or material warranty as a complete system warranty unless a written document specifically provides that coverage.
Provide the Owner with a Maintenance Plan
A protective coating is a maintainable asset. Periodic inspection and timely repair can prevent localized damage from becoming widespread failure.
The maintenance plan should address:
- Recommended inspection frequency.
- Areas that require special attention.
- Approved cleaning methods and chemicals.
- Maximum cleaning pressure, temperature, and mechanical force.
- Procedures for reporting leaks, blisters, cracking, corrosion, delamination, or mechanical damage.
- Approved repair materials and surface-preparation requirements.
- Restrictions on welding, cutting, drilling, mounting, or equipment changes.
- Requirements for maintaining drains, vents, screens, seals, joints, and penetrations.
- Records that should be retained throughout the coating's service life.
Establish a Baseline Inspection
The final accepted condition becomes the baseline for future evaluations. The closeout record should identify coating thickness, appearance, repairs, transition details, test results, and photographed locations.
Future inspections can then determine whether conditions are unchanged, gradually deteriorating, or failing rapidly. Without a baseline, it may be difficult to distinguish original construction details from later damage.
Suggested Inspection Priorities
- Liquid lines, vapor zones, roofs, ceilings, and condensation areas.
- Influent, effluent, chemical-injection, turbulence, and aeration zones.
- Welds, edges, bolts, supports, ladders, and attachments.
- Cracks, joints, penetrations, coves, and transitions.
- Previous repairs and original construction defects.
- Areas exposed to abrasion, impact, pressure washing, or mechanical cleaning.
- Locations with known moisture intrusion or negative-side pressure.
- Hatches, vents, overflows, screens, seals, and sanitary-protection components.
Repair Small Problems Before They Spread
A small impact defect or isolated holiday may be repaired with limited cost when discovered early. If it permits water, chemicals, or corrosive gases to travel beneath the coating, the eventual repair may require extensive removal and facility shutdown.
Maintenance repairs should follow written procedures and use compatible materials. The owner should notify the original contractor and coating manufacturer when warranty requirements or system compatibility may be affected.
Train the Owner's Personnel
Closeout should include practical instruction for facility personnel. Training may cover:
- The coating system installed and the service it was designed to resist.
- Products or chemicals that must not contact the coating.
- Approved cleaning methods and equipment.
- How to recognize and report early coating distress.
- How maintenance, welding, drilling, and equipment installation can damage the lining.
- Inspection intervals and documentation requirements.
- Warranty-notification and repair-authorization procedures.
Measure Project Performance
After closeout, the contractor should compare the estimate with actual performance. Review labor hours, material consumption, equipment use, delays, changes, waste, repairs, inspection findings, and profit.
Ask:
- Were quantities and production rates accurate?
- Which conditions created unplanned cost?
- Were scope assumptions and exclusions adequate?
- Did equipment, crew size, access, and work sequence perform as planned?
- What defects or rework occurred, and how can they be prevented?
- Which project records should become standard company forms?
- What should be changed in the next estimate or work plan?
This review converts one completed project into better estimating, safer execution, stronger quality control, and improved profitability on the next project.
Contractor's Field Standard
Estimate every operation required to deliver an accepted system. Document changes before performing them. Close the project with complete records, clearly defined warranty responsibilities, owner training, and a maintenance plan that protects the coating investment throughout its service life.
Knowledge Check
- Why should a water or wastewater coating estimate include more than surface area and coating material?
- How can a contractor address substrate conditions that cannot be verified before draining and cleaning?
- What information should be included in a written change record?
- What is the difference between a manufacturer's material warranty and a contractor's workmanship warranty?
- Why is the final accepted condition important for future inspections?
- What information belongs in the project closeout package?
- How can the contractor use completed-project results to improve future work?
Technical References
- ANSI/AWWA D102-24: Coating Steel Water-Storage Tanks.
- ANSI/AWWA D103: Factory-Coated Bolted Carbon Steel Tanks for Water Storage.
- ANSI/AWWA C652-25: Disinfection of Water-Storage Facilities.
- ASTM D3276-21: Standard Guide for Painting Inspectors on Metal Substrates.
- AMPP/SSPC-PA 2-2022: Procedure for Determining Conformance to Dry Coating Thickness Requirements.
- AMPP QS 1: Advanced Quality Management guidance addressing in-process inspection of surface preparation and protective coating or lining application.
- U.S. Environmental Protection Agency: Finished Water Storage Tank Inspection and Cleaning checklists and distribution-system water-quality resources.
- NSF/ANSI/CAN 61: Drinking Water System Components—Health Effects, when coatings contact potable water.
- Manufacturer requirements: Current product data sheets, safety data sheets, repair procedures, warranty conditions, cleaning instructions, and maintenance recommendations.
- Project documents: Contract, plans, specifications, approved submittals, change orders, inspection plan, facility procedures, and applicable regulatory requirements.
Standards, regulations, product certifications, and warranty requirements may change. Confirm the current editions and contract requirements before estimating, performing, accepting, or maintaining the work.
Professional responsibility: Contract terms, warranties, regulatory obligations, and risk allocation can create legal and financial consequences. Contractors should obtain qualified insurance, accounting, engineering, or legal guidance when requirements fall outside their professional authority or experience.
Copyright © 2026 Azimuth Spray Systems, LLC. All Rights Reserved.
No part of this material may be reproduced, copied, distributed, republished, transmitted, stored, or used in any form or by any means without prior written permission from Azimuth Spray Systems, LLC, except for brief quotations used with proper attribution.
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> Automotive Refinish—From Repair Plan to Road Ready | Article 27 of 28 | Make Quality Repeatable: Procedures, Training, and Team Accountability
> Automotive Refinish—From Repair Plan to Road Ready | Article 28 of 28 | Road Ready Is Earned: Audit the Complete Refinish Process
> Automotive Refinish—From Repair Plan to Road Ready | Final Assessment
> Automotive Refinish—From Repair Plan to Road Ready | Certificate of Completion Request
> Corrosion Protection for Industrial Coating Contractors - 00 Course Overview
> Corrosion Protection for Industrial Coating Contractors - Article 01: Understanding Corrosion
> Corrosion Protection for Industrial Coating Contractors - Article 02: Common Forms of Corrosion
> Corrosion Protection for Industrial Coating Contractors - Article 03: Evaluating the Structure and Service Environment
> Corrosion Protection for Industrial Coating Contractors - Article 04: Protective Coatings as the Primary Barrier
> Corrosion Protection for Industrial Coating Contractors - Article 05: Selecting the Correct Coating System
> Corrosion Protection for Industrial Coating Contractors - Article 06: Surface Cleanliness and Contaminant Testing
> Corrosion Protection for Industrial Coating Contractors - Article 07: Abrasive Blasting and Surface-Preparation Standards
> Corrosion Protection for Industrial Coating Contractors - Article 08: Surface Profile and Anchor Pattern
> Corrosion Protection for Industrial Coating Contractors - Article 09: Environmental Conditions and Dew Point Control
> Corrosion Protection for Industrial Coating Contractors - Article 10: Selecting Coating Systems for the Service Environment
> Corrosion Protection for Industrial Coating Contractors - Article 11: Primers and Their Role in Corrosion Protection
> Corrosion Protection for Industrial Coating Contractors - Article 12: Intermediate Coats, Finish Coats, and Stripe Coating
> Corrosion Protection for Industrial Coating Contractors - Article 13: Coating Application Methods and Spray Technique
> Corrosion Protection for Industrial Coating Contractors - Article 14: Coating Mixing, Thinning, Induction Time, and Pot Life
> Corrosion Protection for Industrial Coating Contractors - Article 15: Wet Film and Dry Film Thickness Control
> Corrosion Protection for Industrial Coating Contractors - Article 16: Holidays, Pinholes, and Discontinuity Testing
> Corrosion Protection for Industrial Coating Contractors - Article 17: Coating Adhesion Testing and Failure Interpretation
> Corrosion Protection for Industrial Coating Contractors - Article 18: Coating Defects and Failure Diagnosis
> Corrosion Protection for Industrial Coating Contractors - Article 19: How Coatings and Cathodic Protection Work Together
> Corrosion Protection for Industrial Coating Contractors - Article 20: Final Inspection, Repair Verification, and Project Documentation
> Corrosion Protection for Industrial Coating Contractors - Final Assessment
> Corrosion Protection for Industrial Coating Contractors - Final Certificate of Completion Request
> Protective Linings for Industrial Coating Contractors | 00 - Course Overview
> Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
> Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
> Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
> Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
> Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
> Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
> Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
> Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
> Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
> Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
> Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
> Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
> Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
> Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
> Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
> Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
> Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
> Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
> Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
> Protective Linings for Industrial Coating Contractors - Final Assessment
> Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
> Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
> Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
> Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
> Moisture Vapor Management | 20 - Complete Moisture-Management Plan
> Moisture Vapor Management | Course Assessment
> Moisture Vapor Management | Certificate Request
> Commercial and Industrial Floor Coatings - Course Overview
> Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
> Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
> Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
> Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
> Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
> Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
> Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
> Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
> Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
> Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
> Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
> Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
> Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
> Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
> Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
> Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
> Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
> Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
> Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
> Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
> Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
> Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
> Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
> Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
> Commercial and Industrial Floor Coatings | Final Course Assessment
> Commercial and Industrial Floor Coatings | Certificate of Completion Request
> Commercial and Industrial Roof Coatings | 00 Certificate Program
> Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
> Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
> Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
> Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
> Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
> Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
> Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
> Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
> Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
> Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
> Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
> Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
> Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
> Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
> Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
> Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
> Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
> Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
> Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
> Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
> Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
> Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
> Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
> Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
> Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
> Commercial and Industrial Roof Coatings | Course Assessment
> 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 Course Assessment
> Water and Wastewater Protective Coating Systems | Certificate of Completion Request
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