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Industrial Waterproofing | Article 01 of 24: What Systems Must Do
Last Updated: 10/06/2026
AirSprayTech Academy Industrial Waterproofing Certificate Program

Industrial Waterproofing and Fluid-Applied Membrane Systems

Article 01 of 24

What Industrial Waterproofing Systems Must Do

Waterproofing is not simply the application of a liquid product. It is the construction of a continuous, compatible, inspectable, and durable barrier that prevents water from entering or passing through a protected structure.

Learning Objectives

After completing this article, the reader should be able to:

  • Explain why waterproofing must be treated as a complete system rather than a single coating.
  • Identify the essential performance responsibilities of a fluid-applied membrane system.
  • Recognize the details where otherwise sound waterproofing installations commonly fail.
  • Distinguish between material properties, installed-system performance, and project acceptance.
  • Identify conditions that should stop application until they are corrected or clarified.

Waterproofing Is a System

A pail, drum, or set of plural-component materials is not a waterproofing system by itself. The completed system may include the structural substrate, concrete repairs, joint treatment, sealants, waterstops, primers, detail coats, reinforcing fabric, the primary membrane, drainage components, protection board, insulation, wearing surfaces, overburden, and termination hardware.

Every component must be compatible with the materials beside it and suitable for the exposure it will receive. The membrane may perform correctly in the field of a wall or deck while the installation still leaks at a pipe penetration, construction joint, drain, termination, fastener, or transition to another waterproofing material.

For that reason, professional waterproofing begins with the complete path that water could follow—not with the first gallon of membrane applied.

The Eight Responsibilities of a Working Waterproofing System

1. Resist Water Pressure

The installed system must resist the anticipated water exposure. Occasional rain, damp soil, intermittent ponding, and continuous hydrostatic pressure are not equivalent service conditions. The designer and contractor must understand the expected water head, drainage conditions, duration of exposure, and direction from which water will act.

2. Bond to the Substrate

A fully adhered membrane depends on the strength and condition of the surface beneath it. Dust, laitance, curing compounds, oil, weak concrete, moisture, condensation, incompatible repair materials, and an incorrect surface profile can prevent reliable adhesion.

3. Remain Continuous

A waterproofing system is only as effective as its least-protected location. The membrane must continue across corners, changes in plane, terminations, penetrations, drains, curbs, joints, embeds, and transitions to adjoining systems without leaving an open water path.

4. Accommodate Movement

Concrete shrinks, cracks, deflects, and moves at joints. Different materials expand and contract at different rates. A membrane must tolerate the movement anticipated by the design, while movement joints and active cracks must receive details designed for their expected displacement.

5. Maintain the Required Thickness

Insufficient thickness can reduce crack-bridging ability, durability, and resistance to water pressure. Excessive thickness may cause solvent entrapment, improper cure, sagging, blistering, or cracking. Coverage rates must be converted into measurable wet-film and dry-film requirements.

6. Survive Construction

A membrane can pass inspection and then be damaged by backfilling, reinforcing steel, fasteners, dropped tools, equipment traffic, protection-board installation, or later trades. The project must include protection appropriate to the membrane and construction sequence.

7. Remain Compatible

Primers, membranes, sealants, repair mortars, reinforcing fabrics, drainage composites, protection layers, and adjacent waterproofing materials must be chemically and physically compatible. Compatibility should be confirmed in writing when components come from different manufacturers.

8. Be Verifiable

The completed work must be inspectable and testable. Documentation should establish substrate acceptance, environmental conditions, batch numbers, mixing, coverage, thickness, detail completion, repairs, testing, protection, and final acceptance.

Understand the Water Before Selecting the Membrane

Water may reach a structure as rainfall, surface runoff, irrigation, groundwater, process water, washdown water, condensation, or leakage from another assembly. It may move through cracks, construction joints, porous concrete, utility penetrations, failed sealants, improperly terminated membranes, or gaps between different building systems.

Hydrostatic pressure develops when water accumulates against a structure. The pressure increases with the depth of the water column. A wall that appears dry during construction may later experience substantial pressure when groundwater rises, drainage becomes blocked, or surrounding soil becomes saturated.

Contractor principle: Do not select a membrane until the project team understands where the water originates, how it reaches the structure, where pressure can develop, and where the water must ultimately be drained or redirected.

Material Properties Are Not Installed-System Performance

Product data may report tensile strength, elongation, crack-bridging ability, adhesion, hardness, water absorption, puncture resistance, or hydrostatic-pressure resistance. These values are useful, but they do not guarantee that the field installation will perform the same way.

Laboratory testing is performed on prepared specimens under defined conditions. Field performance also depends on substrate strength, surface profile, moisture, ambient conditions, mixing accuracy, application technique, installed thickness, cure, detailing, protection, and workmanship.

The contractor’s responsibility is to convert the specified product into an installed system that meets the project requirements. That conversion occurs through preparation, detailing, controlled application, inspection, testing, and documentation.

Details Control Waterproofing Success

Large, open surfaces are usually the easiest portions of a waterproofing project. Failures are more likely where the membrane must change direction, connect to another material, accommodate movement, or terminate.

Critical details commonly include:

  • Inside and outside corners
  • Wall-to-footing and wall-to-slab transitions
  • Construction, control, expansion, and isolation joints
  • Static and moving cracks
  • Pipes, conduits, sleeves, anchors, and structural penetrations
  • Drains, scuppers, sumps, and collection points
  • Curbs, equipment bases, and embedded items
  • Top-of-wall and grade-line terminations
  • Transitions between horizontal and vertical membranes
  • Connections to sheet membranes, sealants, waterstops, and adjacent assemblies

Questions to Answer Before Estimating the Work

  1. What areas are included, and where does the waterproofing begin and terminate?
  2. Is the system positive-side, blind-side, or negative-side waterproofing?
  3. What water exposure and hydrostatic pressure should be anticipated?
  4. What substrate conditions, repairs, profiles, moisture limits, and pull-off values are required?
  5. Which details are shown, and which field conditions still require approved details?
  6. What primer, reinforcement, membrane thickness, number of coats, and cure times are specified?
  7. How will the finished membrane be inspected and tested?
  8. Who protects the membrane, and who is responsible if another trade damages it?
  9. What weather, access, ventilation, safety, and scheduling restrictions affect production?
  10. What records are required for payment, warranty, and final acceptance?

Conditions That Should Stop Application

A professional crew should not proceed simply because materials and labor are already on site. Work should stop when conditions prevent compliance with the approved system.

  • The substrate has not been accepted or remains visibly unsound.
  • Required repairs or joint details are incomplete.
  • The surface is contaminated, dusty, wet, frozen, or outside the specified moisture limit.
  • Surface or air temperatures are outside the manufacturer’s limits.
  • The substrate temperature is too close to the dew point.
  • Rain, condensation, or groundwater can reach uncured material.
  • Specified components are missing, expired, improperly stored, or from unapproved batches.
  • A field condition is not covered by an approved detail.
  • Ventilation, access, lighting, fall protection, or other safety controls are inadequate.
  • Inspection cannot be completed before the membrane is concealed.

Quality Control Begins Before Application

Quality control should begin during estimating and preconstruction. The contractor should compare the drawings, specifications, approved submittals, details, manufacturer instructions, and actual field conditions before mobilizing the application crew.

A practical pre-application process should include:

  • A pre-installation meeting with responsible project parties
  • Written identification of unresolved conditions and missing details
  • A representative mockup when required or beneficial
  • Substrate inspection and documented acceptance
  • Verification of material storage, shelf life, and batch information
  • Confirmation of mixing and application equipment
  • Defined wet-film and dry-film measurement procedures
  • An agreed inspection and testing sequence
  • A plan to protect accepted work from damage by later operations

The Professional Standard

The professional waterproofing contractor does more than place material on concrete. The contractor builds continuity, controls thickness, completes difficult details, recognizes unacceptable conditions, preserves the membrane through construction, and produces records showing how the work was performed.

The objective is not merely to finish the application. The objective is to deliver a waterproofing system that can be inspected, accepted, protected, maintained, and trusted to keep water where it belongs.

Technical References

The following references support the principles introduced in this article. Always verify the current edition and the project specification before using a standard for acceptance:

  • ASTM C836/C836M — Standard Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course.
  • ASTM C898/C898M — Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Separate Wearing Course.
  • ASTM C1305/C1305M — Standard Test Method for Crack Bridging Ability of Liquid-Applied Waterproofing Membrane.
  • ASTM C1306/C1306M — Standard Test Method for Hydrostatic Pressure Resistance of a Liquid-Applied Waterproofing Membrane.
  • ASTM C1471/C1471M — Standard Guide for the Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane on Vertical Surfaces.
  • ASTM D5295/D5295M — Standard Guide for Preparation of Concrete Surfaces for Adhered Membrane Waterproofing Systems.
  • ASTM D5957 — Standard Guide for Flood Testing Horizontal Waterproofing Installations.
  • ASTM D7877 — Standard Guide for Electronic Methods for Detecting and Locating Leaks in Roofing and Waterproofing Membranes.
  • ICRI Technical Guideline No. 310.2R — Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair.

Professional responsibility: Follow the current project specifications, approved details, manufacturer technical data sheets, safety data sheets, application instructions, and applicable regulations. Obtain written clarification before proceeding when field conditions or requirements conflict.

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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 > 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 02 of 24: How Water Moves
 > Industrial Waterproofing | Article 03 of 24: Positive, Blind, and Negative Side
 > Industrial Waterproofing | Article 04 of 24: Define the Service Conditions
 > Industrial Waterproofing | Article 05 of 24: Reading Project Documents
 > Industrial Waterproofing | Article 06 of 24: Evaluating Concrete
 > Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
 > Industrial Waterproofing | Article 08 of 24: Concrete Surface Preparation
 > Industrial Waterproofing | Article 09 of 24: Cracks, Joints, and Penetrations
 > Industrial Waterproofing | Article 10 of 24: Primers and Bonding Layers
 > Industrial Waterproofing | Article 11 of 24: Membrane Chemistries
 > Industrial Waterproofing | Article 12 of 24: Storage, Mixing, and Proportioning
 > Industrial Waterproofing | Article 13 of 24: Membrane Application Methods
 > Industrial Waterproofing | Article 14 of 24: Thickness and Coverage Control
 > Industrial Waterproofing | Article 15 of 24: Cure and Recoat Windows
 > Industrial Waterproofing | Article 16 of 24: Below-Grade Structures
 > Industrial Waterproofing | Article 17 of 24: Plaza Decks and Podiums
 > Industrial Waterproofing | Article 18 of 24: Vaults and Utility Structures
 > Industrial Waterproofing | Article 19 of 24: Protection and Drainage
 > Industrial Waterproofing | Article 20 of 24: Inspection and Leak Detection
 > Industrial Waterproofing | Article 21 of 24: Defects and Repairs
 > Industrial Waterproofing | Article 22 of 24: Existing-System Rehabilitation
 > Industrial Waterproofing | Article 23 of 24: Estimating and Documentation
 > Industrial Waterproofing | Article 24 of 24: Acceptance and Maintenance
 > Industrial Waterproofing | Course Assessment
 > Industrial Waterproofing | Certificate of Completion Request
 > Masking and Surface Protection for Finishing Shops and Process Lines
 > Masking Requirements: What Must Remain Uncoated—and Why - 01