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Industrial Waterproofing | Article 24 of 24: Acceptance and Maintenance
Last Updated: 10/06/2026
AirSprayTech Academy Industrial Waterproofing and Fluid-Applied Membrane Systems Certificate Program

AirSprayTech Academy Certificate Program

Industrial Waterproofing and Fluid-Applied Membrane Systems

Article 24 of 24

Final Acceptance, Owner Handoff, and Long-Term Maintenance

Waterproofing work does not end when the last membrane coat is applied. The completed system must be inspected, tested where required, repaired, protected, documented, accepted, and transferred to the owner with clear maintenance instructions. Long-term performance then depends on keeping drains and drainage paths open, protecting terminations and adjacent construction, controlling later penetrations, and responding promptly to signs of water intrusion.

Completion Is Not the Same as Acceptance

The contractor may have completed the planned application, but final acceptance should occur only after the specified requirements have been satisfied.

Final acceptance may require:

  • Completion of every membrane area and detail
  • Verification of specified thickness
  • Confirmation of cure and recoat compliance
  • Visual inspection of the complete installation
  • Required adhesion, flood, holiday, or electronic testing
  • Repair and retesting of every identified defect
  • Installation and inspection of protection and drainage components
  • Resolution of outstanding punch-list items
  • Delivery and approval of closeout documentation

Conduct the Final Walkthrough

The final walkthrough should include the contractor and the parties identified by the project documents. Depending on the project, this may include the owner, general contractor, designer, waterproofing consultant, inspector, manufacturer, or facility representative.

Review:

  • Accessible membrane surfaces
  • Terminations and transitions
  • Drains, scuppers, overflows, sumps, and discharge points
  • Penetrations, joints, curbs, walls, and equipment bases
  • Protection board, drainage media, insulation, and overburden
  • Temporary repairs and construction openings
  • Damage caused by other trades
  • Remaining work, corrective action, and responsible party

Complete the Punch List

Each punch-list item should be specific and traceable. Record:

  • Exact location
  • Description of the condition
  • Required corrective action
  • Responsible contractor or trade
  • Required inspection or retesting
  • Completion date
  • Acceptance and closure of the item

A general instruction such as “repair waterproofing as needed” is difficult to verify. Use photographs, marked drawings, repair numbers, and measurable acceptance criteria.

Verify Repairs Before Concealment

  1. Confirm that the repair followed the approved procedure.
  2. Inspect surface preparation and overlap with sound membrane.
  3. Verify repair thickness and cure.
  4. Repeat the applicable leak-detection, water, adhesion, or continuity test.
  5. Photograph the accepted repair.
  6. Close the repair record.
  7. Restore the protection, drainage, insulation, or overburden assembly.

A repair should not be approved merely because new material has been placed over the defect.

Assemble the Closeout Package

The closeout package gives the owner a permanent record of what was installed and how it should be maintained. It may include:

  • Approved product data and system submittals
  • Manufacturer application instructions and safety data sheets
  • Material, batch, and quantity records
  • Substrate-acceptance and environmental records
  • Wet-film and dry-film thickness measurements
  • Adhesion, flood, electronic, and other test reports
  • Defect, repair, and retesting logs
  • Manufacturer and inspector reports
  • Photographs of concealed details and completed work
  • Marked drawings showing repairs, transitions, and deviations
  • Contractor and manufacturer warranties
  • Owner inspection, maintenance, and leak-response instructions

Record Concealed Waterproofing

The owner may not be able to see the membrane after backfilling, concrete placement, paving, insulation, landscaping, or interior construction. Record its actual location.

Marked drawings and photographs should identify:

  • Membrane boundaries
  • Vertical and horizontal transitions
  • Terminations
  • Joints and waterstops
  • Drains, sumps, and drainage paths
  • Penetrations and embedded items
  • Repairs and test locations
  • Areas requiring restricted drilling or future penetration control

Control Future Penetrations and Alterations

Waterproofing is frequently damaged after project completion when equipment, conduit, railings, utilities, anchors, signs, landscaping, or structural attachments are added.

The owner should establish a procedure requiring:

  1. Review of record drawings before drilling, cutting, excavation, or anchoring
  2. Identification of the waterproofing assembly
  3. An approved penetration or transition detail
  4. Use of compatible materials
  5. Work performed by qualified personnel
  6. Inspection and testing of the completed alteration
  7. Updating the permanent project records

Develop a Maintenance Schedule

Inspection frequency should be based on system type, accessibility, service conditions, manufacturer requirements, warranty requirements, and the consequences of leakage.

Inspections may be scheduled:

  • At project turnover
  • After the first major weather season
  • At least annually where accessible and appropriate
  • Before expiration of applicable warranty periods
  • After severe storms, flooding, freezes, earthquakes, or unusual movement
  • After adjacent construction or equipment installation
  • Immediately after evidence of leakage or drainage failure

Maintain Drainage Systems

Drains and drainage systems reduce water accumulation only when they remain open and connected to a functioning discharge point.

Maintenance should include:

  • Removing leaves, soil, sediment, and construction debris
  • Inspecting drain covers, strainers, clamping components, and seals
  • Confirming that weep paths remain open
  • Flushing accessible drainage and collection piping
  • Testing sump pumps, alarms, controls, and backup power
  • Correcting settled soil and surface grading that directs water toward the structure
  • Controlling irrigation near foundation walls and waterproofing terminations

Inspect Accessible Details

Even when the field membrane is concealed, many critical details remain accessible. Inspect:

  • Above-grade membrane terminations
  • Sealants and movement joints
  • Counterflashings and transition materials
  • Drains, scuppers, overflows, and sumps
  • Penetrations and equipment bases
  • Curbs, parapets, planter edges, and wall transitions
  • Protection components exposed by erosion or construction
  • Interior surfaces for staining, deposits, corrosion, mold, or dampness

Warning Signs That Require Investigation

The owner should not wait for major leakage. Investigate:

  • Dampness or unexplained increases in humidity
  • Water staining and mineral deposits
  • Peeling paint or deterioration of interior finishes
  • Rust staining or reinforcement corrosion
  • Cracking or movement at joints and transitions
  • Standing water or slow drainage
  • Pump operation that is more frequent than normal
  • Soil settlement, erosion, or displaced pavers
  • Changes appearing after nearby excavation, construction, or equipment installation

Leak-Response Procedure

  1. Protect occupants, equipment, finishes, and electrical systems.
  2. Record the first observed location, time, weather, and operating conditions.
  3. Photograph staining, water, deposits, and surrounding construction.
  4. Review record drawings, previous repairs, and maintenance history.
  5. Inspect drains, pumps, joints, penetrations, and recent alterations.
  6. Notify the contractor and manufacturer as required by the warranty.
  7. Use a controlled investigation to locate the actual entry path.
  8. Obtain an approved repair design.
  9. Repair, inspect, test, and document the work.
  10. Update the permanent maintenance record.

Do Not Chase the Interior Drip

Water can travel along joints, reinforcing steel, cracks, protection layers, insulation, drainage composites, and the space between a membrane and its substrate. The location where water appears inside may be far from the entry point.

ASTM E2128 provides a systematic methodology for evaluating water leakage through building walls by considering service history, wall components, and their interaction with adjacent construction. Although every waterproofing condition requires project-specific judgment, the principle is important: collect evidence and test a reasoned hypothesis rather than making random repairs.

Electronic Monitoring and Leak Detection

Electronic leak-detection methods may be used to locate breaches in compatible exposed or covered waterproofing membranes. ASTM D7877 describes electrical-conductance methods for locating leaks. ASTM D8231 addresses a low-voltage scanning method.

Some projects incorporate permanent conductive layers, connection points, or monitoring systems so the concealed membrane can be tested later. These features must be considered during design and protected throughout construction.

Electronic testing does not replace routine inspection and drainage maintenance. It is one component of the owner's water-management program.

Warranty Inspections

Review warranty requirements at turnover and place required inspection dates on the owner's maintenance calendar.

Maintain records of:

  • Scheduled inspections
  • Drain and sump maintenance
  • Observed conditions and photographs
  • Repairs and alterations
  • Contractor and manufacturer notifications
  • Severe-weather events
  • Testing and repair verification

Failure to perform required maintenance or provide timely notice may affect warranty coverage.

Owner Training

Before final handoff, explain to the owner's maintenance personnel:

  • Where the waterproofing is located
  • Which components remain accessible
  • How drains, sumps, overflows, and pumps function
  • What conditions should be inspected
  • Which cleaning and maintenance methods are approved
  • How future penetrations must be controlled
  • How to report leakage and protect warranty rights
  • Which contractor, manufacturer, and consultant contacts should be retained

Final Contractor Checklist

  1. Complete the final inspection and punch list.
  2. Verify every repair and close each repair record.
  3. Confirm protection and drainage components are complete.
  4. Deliver testing and inspection reports.
  5. Provide photographs and marked record drawings.
  6. Deliver warranties and maintenance instructions.
  7. Train the owner's maintenance representative.
  8. Document final acceptance and turnover.
  9. Retain the project file for future reference.
  10. Respond promptly if a warranty or leakage concern is reported.

Course Conclusion

A dependable fluid-applied waterproofing system is built through a controlled process:

  1. Understand the structure and water exposure.
  2. Select a complete, compatible system.
  3. Evaluate and prepare the substrate.
  4. Detail cracks, joints, penetrations, drains, and transitions.
  5. Control material storage, mixing, proportioning, and application.
  6. Achieve the specified thickness, continuity, and cure.
  7. Inspect, test, repair, and retest.
  8. Protect the membrane and maintain drainage.
  9. Document the work before it is concealed.
  10. Provide the owner with the information needed to maintain the system.

Waterproofing succeeds when every participant understands that continuity must be designed, constructed, verified, protected, and maintained.

Technical References

  • ASTM E2128-26 — Standard Guide for Evaluating Water Leakage of Building Walls.
  • ASTM D7877-25 — Standard Guide for Electronic Methods for Detecting and Locating Leaks in Roofing and Waterproofing Membranes.
  • ASTM D8231-24a — Standard Practice for the Use of a Low-Voltage Electronic Scanning System for Detecting and Locating Breaches in Roofing and Waterproofing Membranes.
  • ASTM Committee D08.22 — Waterproofing and Dampproofing Systems standards, guides, and test methods.
  • The waterproofing manufacturer's current inspection instructions, maintenance requirements, approved repair procedures, warranty documents, and written project-specific technical guidance.

Confirm the current edition and contractual applicability of every referenced standard. Inspection and maintenance procedures should be appropriate for the specific structure, membrane system, exposure, warranty, and service conditions.

Professional responsibility: Final acceptance is not permission to forget the waterproofing system. Preserve the project records, keep drainage systems functional, control later penetrations, inspect accessible details, investigate warning signs promptly, and use approved repair procedures. Early attention to a small condition can prevent a major concealed-water problem.

Copyright © 2026 Azimuth Spray Systems, LLC. All Rights Reserved.

No part of this material may be reproduced, distributed, transmitted, stored, or used in any form without prior written permission from Azimuth Spray Systems, LLC, except for brief quotations used with proper attribution.

AirSprayTech.com — The Finishing Authority®



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 > Corrosion Protection for Industrial Coating Contractors - Final Certificate of Completion Request
 > Protective Linings for Industrial Coating Contractors | 00 - Course Overview
 > Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
 > Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
 > Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
 > Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
 > Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
 > Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
 > Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
 > Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
 > Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Commercial and Industrial Roof Coatings | Certificate Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth
 > Professional Line Striping for Contractors | Course Assessment
 > Professional Line Striping for Contractors | Certificate Request
 > Academy Educational Standards and Editorial Policy
 > Secondary Containment Coating Systems | 00 Course Overview
 > Secondary Containment Coating Systems | Article 01 of 24 | Purpose and Responsibility
 > Secondary Containment Coating Systems | Article 02 of 24 | Defining the Service Environment
 > Secondary Containment Coating Systems | Article 03 of 24 | Chemical Exposure Variables
 > Secondary Containment Coating Systems | Article 04 of 24 | Concrete and Steel Structures
 > Secondary Containment Coating Systems | Article 06 of 24 | Concrete Moisture and Failure
 > Secondary Containment Coating Systems | Article 07 of 24 | Embedded Concrete Contamination
 > Secondary Containment Coating Systems | Article 08 of 24 | Mechanical Concrete Preparation
 > Secondary Containment Coating Systems | Article 09 of 24 | Steel Surface Preparation
 > Secondary Containment Coating Systems | Article 10 of 24 | Primers and Bonding Layers
 > Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
 > Secondary Containment Coating Systems | Article 14 of 24 | Fiberglass-Reinforced Linings
 > Secondary Containment Coating Systems | Article 15 of 24 | Coves, Joints, Drains, and Penetrations
 > Secondary Containment Coating Systems | Article 16 of 24 | Mixing, Staging, and Pot Life
 > Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
 > Secondary Containment Coating Systems | Article 18 of 24 | Film Thickness and Continuity
 > Secondary Containment Coating Systems | Article 19 of 24 | Environmental Conditions and Cure
 > Secondary Containment Coating Systems | Article 20 of 24 | Inspection, Testing, and Final Acceptance
 > Secondary Containment Coating Systems | Article 21 of 24 | Defects, Failure Analysis, and Repairs
 > Secondary Containment Coating Systems | Article 22 of 24 | Spill Response and Return to Service
 > Secondary Containment Coating Systems | Article 23 of 24 | Inspection, Maintenance, and Service Life
 > Secondary Containment Coating Systems | Article 24 of 24 | Estimating and Contractor Responsibility
 > Secondary Containment Coating Systems | Course Assessment
 > Secondary Containment Coating Systems | Certificate of Completion Request
 > Portable Plural-Component Coating Systems | 00 Course Overview
 > Portable Plural-Component Systems | Article 01 of 24 | Understanding the System
 > Portable Plural-Component Systems | Article 02 of 24 | Ratios and Stoichiometry
 > Portable Plural-Component Systems | Article 03 of 24 | Pot Life and Cure
 > Portable Plural-Component Systems | Article 04 of 24 | Materials and Applications
 > Portable Plural-Component Systems | Article 05 of 24 | Reading the Documents
 > Portable Plural-Component Systems | Article 06 of 24 | How Proportioners Work
 > Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
 > Portable Plural-Component Systems | Article 08 of 24 | Pails, Drums, Totes, and Feed Pumps
 > Portable Plural-Component Systems | Article 09 of 24 | Pumps and Ratio Control
 > Portable Plural-Component Systems | Article 10 of 24 | Material Conditioning
 > Portable Plural-Component Systems | Article 11 of 24 | Heating and Temperature Control
 > Portable Plural-Component Systems | Article 12 of 24 | Filters, Valves, Gauges, and Sensors
 > Portable Plural-Component Systems | Article 13 of 24 | Manifolds and Mixers
 > Portable Plural-Component Systems | Article 14 of 24 | Spray Guns, Tips, and Chambers
 > Portable Plural-Component Systems | Article 15 of 24 | Building a Mobile Rig
 > Portable Plural-Component Systems | Article 16 of 24 | Hoses and Connections
 > Portable Plural-Component Systems | Article 17 of 24 | Calibration and Ratio Testing
 > Portable Plural-Component Systems | Article 18 of 24 | Jobsite Setup and Startup
 > Portable Plural-Component Systems | Article 19 of 24 | Pressure and Spray Technique
 > Portable Plural-Component Systems | Article 20 of 24 | Film Thickness and Cure
 > Portable Plural-Component Systems | Article 21 of 24 | Correcting Off-Ratio Material
 > Portable Plural-Component Systems | Article 22 of 24 | Shutdown and Flushing
 > Portable Plural-Component Systems | Article 23 of 24 | Troubleshooting and Maintenance
 > Portable Plural-Component Systems | Article 24 of 24 | Final Acceptance
 > Portable Plural-Component Coating Systems | Course Assessment
 > Portable Plural-Component Systems | Certificate of Completion Request
 > 2K and 3K Coating Systems | 00 Course Overview
 > 2K and 3K Coating Systems | Article 01 of 24: Understanding Production Systems
 > 2K and 3K Coating Systems | Article 02 of 24: Reactive Coating Chemistries
 > 2K and 3K Coating Systems | Article 03 of 24: Components A, B, and C
 > 2K and 3K Coating Systems | Article 04 of 24: Mixing Ratios and Tolerances
 > 2K and 3K Coating Systems | Article 05 of 24: Viscosity and Temperature
 > 2K and 3K Coating Systems | Article 06 of 24: Material Supply Systems
 > 2K and 3K Coating Systems | Article 07 of 24: Metering and Dosing
 > 2K and 3K Coating Systems | Article 08 of 24: Static and Dynamic Mixing
 > 2K and 3K Coating Systems | Article 09 of 24: Pot Life and Mixed Volume
 > 2K and 3K Coating Systems | Article 10 of 24: Flushing and Color Change
 > 2K and 3K Coating Systems | Article 11 of 24: Pressure and Flow Control
 > 2K and 3K Coating Systems | Article 12 of 24: Applicators and Atomization
 > 2K and 3K Coating Systems | Article 13 of 24: Color Change and Multiple-Hardener System Design
 > 2K and 3K Coating Systems | Article 14 of 24: Pot Life and Production Interruptions
 > 2K and 3K Coating Systems | Article 15 of 24: Calibration and Ratio Verification
 > 2K and 3K Coating Systems | Article 16 of 24: Flow, Pressure, Alarms, and Interlocks
 > 2K and 3K Coating Systems | Article 17 of 24: Startup, Production, and Shutdown
 > 2K and 3K Coating Systems | Article 18 of 24: Solvent and Waste Reduction
 > 2K and 3K Coating Systems | Article 19 of 24: Containing Off-Ratio Material
 > 2K and 3K Coating Systems | Article 20 of 24: Troubleshooting Ratio, Flow, Pressure, and Mixing Problems
 > 2K and 3K Coating Systems | Article 21 of 24: Production Operating Procedures
 > 2K and 3K Coating Systems | Article 22 of 24: Worker and Facility Safety
 > 2K and 3K Coating Systems | Article 23 of 24: Quality Control and Traceability
 > 2K and 3K Coating Systems | Article 24 of 24: System Acceptance and Lifecycle Management
 > 2K and 3K Coating Systems for OEM Product Finishers | Course Assessment
 > 2K and 3K Coating Systems | Certificate of Completion Request
 > Water and Wastewater Protective Coating Systems | 00 Course Overview
 > Water & Wastewater Coatings | Article 01 of 24: What Protective Systems Must Do
 > Water & Wastewater Coatings | Article 02 of 24: Mapping the Treatment Process
 > Water & Wastewater Coatings | Article 03 of 24: Defining Exposure Zones
 > Water & Wastewater Coatings | Article 04 of 24: Reading Project Requirements
 > Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
 > Water & Wastewater Coatings | Article 06 of 24: Hydrogen Sulfide Corrosion
 > Water & Wastewater Coatings | Article 07 of 24: Evaluating Existing Concrete
 > Water & Wastewater Coatings | Article 08 of 24: Evaluating Existing Steel
 > Water and Wastewater Protective Coating Systems | Article 09 of 24: Cleaning and Decontamination
 > Water and Wastewater Protective Coating Systems | Article 10 of 24: Concrete Repair and Surface Rebuilding
 > Water and Wastewater Protective Coating Systems | Article 11 of 24: Concrete Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 12 of 24: Steel Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 13 of 24: Moisture and Environmental Control
 > Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
 > Water and Wastewater Protective Coating Systems | Article 15 of 24: Selecting Lining Chemistries
 > Water and Wastewater Protective Coating Systems | Article 16 of 24: Potable-Water Infrastructure
 > Water and Wastewater Protective Coating Systems | Article 17 of 24: High-Build Wastewater Linings
 > Water and Wastewater Protective Coating Systems | Article 18 of 24: Resurfacers, Mortars, and Membranes
 > Water and Wastewater Protective Coating Systems | Article 19 of 24: Cracks, Joints, and Transitions
 > Water and Wastewater Protective Coating Systems | Article 20 of 24: Material Storage, Mixing, Plural-Component Equipment, and Application Planning
 > Water and Wastewater Protective Coating Systems | Article 21 of 24: Inspection, Testing, and Quality-Control Documentation
 > Water and Wastewater Protective Coating Systems | Article 22 of 24: Defects, Failure Analysis, and Coating Repairs
 > Water and Wastewater Protective Coating Systems | Article 24 of 24: Estimating, Closeout, Warranties, and Lifecycle Maintenance
 > Water and Wastewater Protective Coating Systems Course Assessment
 > Water and Wastewater Protective Coating Systems | Certificate of Completion Request
 > Industrial Waterproofing | 00 Course Overview
 > Industrial Waterproofing | Article 01 of 24: What Systems Must Do
 > Industrial Waterproofing | Article 02 of 24: How Water Moves
 > Industrial Waterproofing | Article 03 of 24: Positive, Blind, and Negative Side
 > Industrial Waterproofing | Article 04 of 24: Define the Service Conditions
 > Industrial Waterproofing | Article 05 of 24: Reading Project Documents
 > Industrial Waterproofing | Article 06 of 24: Evaluating Concrete
 > Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
 > Industrial Waterproofing | Article 08 of 24: Concrete Surface Preparation
 > Industrial Waterproofing | Article 09 of 24: Cracks, Joints, and Penetrations
 > Industrial Waterproofing | Article 10 of 24: Primers and Bonding Layers
 > Industrial Waterproofing | Article 11 of 24: Membrane Chemistries
 > Industrial Waterproofing | Article 12 of 24: Storage, Mixing, and Proportioning
 > Industrial Waterproofing | Article 13 of 24: Membrane Application Methods
 > Industrial Waterproofing | Article 14 of 24: Thickness and Coverage Control
 > Industrial Waterproofing | Article 15 of 24: Cure and Recoat Windows
 > Industrial Waterproofing | Article 16 of 24: Below-Grade Structures
 > Industrial Waterproofing | Article 17 of 24: Plaza Decks and Podiums
 > Industrial Waterproofing | Article 18 of 24: Vaults and Utility Structures
 > Industrial Waterproofing | Article 19 of 24: Protection and Drainage
 > Industrial Waterproofing | Article 20 of 24: Inspection and Leak Detection
 > Industrial Waterproofing | Article 21 of 24: Defects and Repairs
 > Industrial Waterproofing | Article 22 of 24: Existing-System Rehabilitation
 > Industrial Waterproofing | Article 23 of 24: Estimating and Documentation
 > Industrial Waterproofing | Course Assessment
 > Industrial Waterproofing | Certificate of Completion Request
 > Masking and Surface Protection for Finishing Shops and Process Lines
 > Masking Requirements: What Must Remain Uncoated—and Why - 01