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Industrial Waterproofing | Article 13 of 24: Membrane Application Methods
Last Updated: 10/06/2026
AirSprayTech Academy Industrial Waterproofing and Fluid-Applied Membrane Systems Certificate Program

Industrial Waterproofing and Fluid-Applied Membrane Systems

Article 13 of 24

Fluid-Applied Membrane Application Methods

Brush, roller, squeegee, trowel, and spray equipment are methods of placing material. None of them automatically produces a waterproof membrane. The finished work must be continuous, properly bonded, fully detailed, and applied at the required cured thickness.

Learning Objectives

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

  • Select an application method appropriate for the membrane, surface, details, and project conditions.
  • Plan work areas, application sequence, overlaps, terminations, and stopping points.
  • Apply membranes by brush, roller, squeegee, trowel, single-component spray, or plural-component spray.
  • Control film thickness, coverage, continuity, and application rate.
  • Recognize shadowing, thin film, sagging, pinholes, overspray, and other application defects.
  • Protect completed work and maintain traceable daily application records.

Application Method Must Match the Complete System

The manufacturer’s written instructions identify the permitted application methods. A product formulated for roller or squeegee application may not atomize properly through spray equipment. A spray-grade formulation may sag or drain when applied too heavily with a roller.

The approved method must account for membrane chemistry, viscosity, pot life, solids content, aggregate, fiber, cure speed, required thickness, surface orientation, ventilation, access, and environmental conditions.

Do not thin, heat, dilute, or alter material merely to make it work through the available equipment.

The Objective Is a Continuous Cured Membrane

Production speed is important, but the membrane’s purpose is to control water. A crew has not completed the work simply because the area has changed color or the specified number of gallons has been emptied.

The installed system must achieve the required thickness and continuity at the field surface, cracks, corners, joints, penetrations, drains, transitions, edges, and terminations.

Comparing Application Methods

Method Useful Applications Principal Controls
Brush Corners, penetrations, small areas, rough masonry, details, and cementitious products. Coverage, brush marks, complete working into the surface, and avoidance of excessive buildup.
Roller Horizontal and vertical surfaces using materials formulated for rolling. Roller cover, loading, pressure, overlap, porosity, wet edge, and film thickness.
Squeegee or notched squeegee Horizontal decks and slabs where material can be distributed at a controlled rate. Notch size, angle, wear, pressure, backrolling, surface profile, and measured coverage.
Trowel Heavy-bodied membranes, detailing compounds, cementitious systems, and reinforced transitions. Uniform thickness, trowel marks, entrapped air, working time, and edge transitions.
Single-component spray Large, irregular, vertical, or overhead surfaces using spray-compatible material. Tip size, pressure, filtration, hose, pump, pattern, overspray, passes, and backrolling requirements.
Plural-component spray Fast-reacting polyurethane, polyurea, and hybrid high-build membranes. Ratio, heat, pressure, mixing, gun technique, substrate condition, thickness, and immediate defect recognition.

Prepare an Application Plan

Before opening material, establish:

  • The approved system and application method.
  • Required wet-film thickness, dry-film thickness, coverage, and number of coats.
  • Work-area boundaries and daily production target.
  • Material staging, mixing location, and delivery route.
  • Application direction and sequence.
  • Approved stopping points and tie-in locations.
  • Crew positions and responsibilities.
  • Inspection and thickness-measurement frequency.
  • Overspray, ventilation, access, and fall-protection controls.
  • Protection from weather, traffic, and other trades.

Establish an Accepted Mockup

The mockup should reproduce the proposed substrate preparation, primer, details, membrane, reinforcement, application equipment, crew technique, thickness, topcoat, protection, and testing.

Use the mockup to establish:

  • Acceptable finished appearance.
  • Application rate and practical crew production.
  • Equipment settings and tooling.
  • Coverage and thickness measurement procedures.
  • Treatment of corners, penetrations, joints, and terminations.
  • Cure and recoat behavior under project conditions.
  • Inspection and acceptance responsibilities.

Complete Detail Work First

Complete cracks, joints, penetrations, drains, corners, transitions, terminations, and reinforced details before applying the field membrane unless the approved system specifies another sequence.

Inspect and photograph details while they remain visible. Verify that detailing materials have reached the required cure condition and remain within their recoat windows.

The field membrane should connect continuously to the completed details without leaving thin edges, gaps, ridges, or incompatible interfaces.

Brush Application

Brush application is useful for working material into rough or irregular surfaces and for applying membrane around details. Select a brush that is chemically compatible with the product and does not shed bristles.

Brush technique should:

  • Work material into pores and surface texture.
  • Cover peaks, depressions, edges, and corners.
  • Maintain the required coverage and thickness.
  • Avoid excessive brush marks and thin ridges.
  • Prevent heavy accumulation at inside corners and low areas.
  • Maintain a wet edge where required.

Roller Application

Roller cover material and nap must match the membrane chemistry, viscosity, surface profile, and required film thickness. A cover that is too short may bridge over surface texture. A cover that is too long may introduce air, create texture, or hold excessive material.

Controlled roller application includes:

  • Loading the roller uniformly.
  • Distributing material over a measured area.
  • Maintaining consistent roller pressure.
  • Overlapping passes without excessive buildup.
  • Cross-rolling when required.
  • Replacing covers before they shed, harden, or lose application efficiency.
  • Checking wet-film thickness and actual coverage frequently.

Squeegee Application

Smooth or notched squeegees can distribute material efficiently over horizontal surfaces. Notch size does not guarantee finished film thickness because the result also depends on squeegee angle, pressure, wear, speed, material viscosity, surface profile, and backrolling.

Control squeegee work by:

  • Using the manufacturer-approved notch size and material.
  • Holding a consistent angle and pressure.
  • Replacing worn or damaged blades.
  • Distributing a known volume across a measured area.
  • Backrolling or leveling when required.
  • Preventing puddles in low areas.
  • Checking thickness behind the application team.

Trowel Application

Trowels may be used for heavy-bodied membranes, cementitious systems, detailing compounds, repair materials, and reinforced layers. Select the required smooth, flat, gauged, or notched trowel.

Trowel application must control:

  • Material thickness across high and low areas.
  • Trowel ridges and thin lines.
  • Entrapped air and incomplete contact.
  • Working time and loss of material workability.
  • Transitions between batches and work sections.
  • Complete reinforcement saturation where applicable.

Single-Component Spray Application

Airless or other approved spray equipment can apply certain one-component and properly mixed multicomponent membranes over large, vertical, overhead, or irregular surfaces.

Equipment selection should consider:

  • Pump pressure and delivery capacity.
  • Material viscosity, solids, fibers, and aggregate.
  • Hose diameter and length.
  • Filter and strainer requirements.
  • Gun rating and trigger control.
  • Tip orifice, fan width, and wear.
  • Whether material heating is permitted or required.
  • Flushing and cleanup materials.

Spray-Gun Technique

The applicator should:

  • Hold the gun perpendicular to the surface whenever practical.
  • Maintain consistent gun distance and travel speed.
  • Move the gun before triggering and release the trigger before stopping.
  • Overlap adjacent passes uniformly.
  • Use crosshatch passes when required to improve thickness uniformity.
  • Avoid arcing the wrist at the ends of a stroke.
  • Reduce distance, angle, or speed errors that create heavy centers and thin edges.
  • Monitor the spray pattern for plugging, fingering, tails, or worn-tip behavior.

Shadowing

Shadowing occurs when a projection prevents spray material from reaching the surface behind or beside it. Pipes, bolts, brackets, penetrations, reinforcement, ledges, and irregular concrete can create hidden thin spots or holidays.

Apply material from multiple controlled angles where permitted. Prestripe difficult areas by brush or roller before general spraying.

Inspect from more than one viewing angle under adequate lighting. A surface that appears covered from the applicator’s position may remain thin behind the obstruction.

Plural-Component Spray Application

Fast-reacting polyurea, polyurethane, and hybrid materials require proportioning equipment that delivers the components at the correct ratio, temperature, pressure, and flow. Components may mix by high-pressure impingement in the gun or through an approved static mixer.

Before spraying, verify:

  • Correct material in each supply container.
  • Adequate component quantity for the planned work area.
  • Feed-pump operation and inlet supply.
  • Primary heater and hose temperatures.
  • Dynamic component pressures.
  • Ratio verification and equipment alarms.
  • Correct gun, mixing chamber, seals, and spray pattern.
  • Substrate temperature, moisture, and environmental conditions.
  • Test spray and cured-film condition.

Recognize Off-Ratio Spray Immediately

Warning signs may include:

  • Abnormal color, streaking, or shade change.
  • Soft, sticky, oily, brittle, or porous material.
  • Unexpectedly slow or rapid cure.
  • Pressure imbalance or equipment alarm.
  • Irregular spray pattern or excessive mist.
  • Unusual smoke, odor, heat, or gun buildup.
  • Unexpected material consumption.

Stop immediately, mark the last known acceptable location, identify the potentially affected work, correct and verify the equipment, and obtain an approved repair procedure before restarting.

Vertical-Surface Application

Vertical work requires a membrane grade and technique that resist sagging while achieving the specified thickness. Excessively heavy application may slump, wrinkle, tear, trap solvent, or collect at the wall base.

Control vertical installation by:

  • Using the specified non-sag or vertical-grade material.
  • Applying the approved number of controlled passes or coats.
  • Working from an organized elevation grid.
  • Inspecting at corners, form lines, tie holes, repairs, and footing transitions.
  • Checking thickness before the material becomes inaccessible.
  • Protecting the membrane from rain, dirt, sunlight, and backfill damage.

Overhead Application

Overhead work increases the risk of sagging, falling material, overspray, worker exposure, and thin film at surface irregularities. Use only products and application methods approved for overhead installation.

Establish controlled access beneath the work, protect adjacent surfaces, and provide ventilation and personal protective equipment based on the product and application method.

Apply manageable film thickness per pass and inspect under lighting that reveals sags, holidays, pinholes, and shadowing.

Reinforced Membrane Application

Fully reinforced systems require fabric, fleece, or mesh to be embedded into wet resin or membrane. The reinforcement must remain in contact with the wet layer and become completely saturated when the system requires saturation.

Inspect for:

  • Correct reinforcement type and orientation.
  • Required side and end laps.
  • Wrinkles, folds, fishmouths, and trapped air.
  • Dry or white areas indicating incomplete saturation.
  • Excess resin that allows reinforcement to float.
  • Thin membrane over reinforcement texture or lap edges.
  • Continuity at corners, penetrations, and transitions.

Maintain a Wet Edge

Systems requiring wet-on-wet continuity should be applied so each new section ties into material that remains within the permitted working condition. Plan the crew size and application width so the leading edge does not cure before the next section arrives.

Do not stop randomly in the middle of a surface. Use planned boundaries that can be properly cleaned, prepared, overlapped, and inspected when work resumes.

If an edge cures beyond the permitted tie-in condition, follow the written abrasion, cleaning, primer, and overlap procedure before continuing.

Planned Stops and Tie-Ins

Select stopping points that:

  • Remain accessible for inspection and preparation.
  • Do not terminate at a low point where water can collect.
  • Avoid corners, drains, penetrations, and complicated details when possible.
  • Provide enough space for the required overlap.
  • Can be protected from traffic and contamination until work resumes.
  • Can be documented and located accurately on project drawings.

Application Rate and Coverage Control

Divide the work into measured sections and assign the correct quantity of material to each section. This provides an immediate check on whether material is being applied too thinly or too heavily.

Coverage calculations must consider roughness, porosity, reinforcement, details, waste, overspray, equipment hold-up, and material remaining in containers.

Quantity control supports thickness inspection but does not replace direct wet- or dry-film measurements.

Wet-Film Thickness

Wet-film measurements provide immediate feedback while the material can still be adjusted. Take measurements frequently enough to identify changes in technique, equipment, viscosity, surface condition, and production rate.

Measurements should represent:

  • The beginning, middle, and end of each work period.
  • Different applicators and equipment operators.
  • Horizontal, vertical, and overhead areas.
  • Changes in substrate texture or porosity.
  • Edges, transitions, laps, and difficult details.
  • Areas where material consumption does not match the planned coverage.

Average Thickness Can Conceal Thin Areas

A heavy area does not compensate for a nearby thin area, pinhole, holiday, or uncoated projection. Waterproofing continuity depends on achieving the required minimum condition throughout the installation.

Inspect thickness distribution—not only the mathematical average.

Common Application Defects

Defect Possible Cause Required Response
Thin film or holidays Excessive coverage, poor overlap, fast travel, surface texture, or shadowing. Mark and correct within the permitted recoat procedure.
Sags or runs Excessive film thickness, wrong material grade, slow movement, or unsuitable temperature. Correct wet material when permitted or repair after cure using the approved procedure.
Pinholes or bubbles Outgassing, moisture, entrapped air, substrate porosity, excessive mixing, or application technique. Determine the cause before filling or recoating.
Wrinkles or fishmouths Poor reinforcement placement, insufficient saturation, or movement during cure. Remove or cut and repair according to the system detail.
Soft or tacky material Incorrect ratio, poor mixing, expired pot life, contamination, or unsuitable cure conditions. Stop work, isolate the area, and obtain a removal and repair procedure.
Overspray or dry spray Excess pressure, wrong tip, excessive distance, wind, high temperature, or poor atomization. Adjust equipment and conditions; remove or repair unacceptable material.
Poor intercoat adhesion Missed recoat window, contamination, moisture, incompatible coats, or insufficient preparation. Determine the affected extent and follow the approved recoat-repair procedure.

Protect the Work During Cure

Protect uncured and completed membrane from:

  • Rain, condensation, leaks, and washdown.
  • Dust, abrasive blasting, grinding, and concrete cutting.
  • Foot traffic, carts, lifts, ladders, and stored materials.
  • Welding sparks, hot work, and falling objects.
  • Oil, fuel, hydraulic fluid, and chemicals.
  • Insects, leaves, windblown debris, and other contamination.
  • UV exposure beyond product limitations.
  • Protection-board or backfill installation before sufficient cure.

Spray-Application Safety

Spray application can create airborne mist, vapor, overspray, high-pressure injection hazards, static electricity, flammable atmospheres, and exposure to reactive chemicals.

The safety plan should address:

  • Ventilation and exposure control.
  • Respiratory-protection program requirements.
  • Chemical-resistant clothing, gloves, eye, and face protection.
  • Ignition-source control and hazardous-location requirements.
  • Grounding and bonding where required.
  • High-pressure fluid-injection prevention and emergency response.
  • Restricted access and overspray containment.
  • Fall protection, scaffolds, lifts, and overhead work.
  • Equipment depressurization before service or tip clearing.

Application Quality-Control Checklist

Control Point Verification
Substrate Prepared, repaired, primed, dry within limits, clean, and formally accepted.
Details Cracks, joints, drains, penetrations, corners, transitions, and terminations completed and inspected.
Environment Air, surface, material, humidity, dew point, weather, and ventilation acceptable.
Material Correct product, lot, ratio, mixing, temperature, pot life, and application condition confirmed.
Equipment Approved equipment, tooling, settings, cleanliness, safety devices, and operation verified.
Coverage Measured area and material quantity within the approved application range.
Thickness Required wet- and dry-film thickness achieved without unacceptable thin or heavy areas.
Continuity No holidays, pinholes, gaps, shadowed areas, open laps, or interrupted details.
Tie-ins Planned stops prepared, overlapped, and completed within the approved procedure.
Protection Completed work isolated and protected throughout cure and subsequent construction.

Daily Application Record

Record:

  • Date, work area, elevation, and drawing reference.
  • Crew members and application responsibilities.
  • Material product, component, color, and lot numbers.
  • Batch, mixing, ratio, and application times.
  • Environmental readings throughout the work period.
  • Equipment and application method.
  • Measured area and material quantity.
  • Wet-film and dry-film measurements.
  • Reinforcement, overlaps, and tie-in locations.
  • Observed defects and completed repairs.
  • Photographs before, during, and after application.
  • Inspector or supervisor acceptance.

Field Principle: The Tool Places the Material—the Crew Builds the Membrane

No brush, roller, squeegee, trowel, or spray machine can compensate for poor planning, missed details, incorrect material, inadequate coverage, or weak inspection. Select the right method, control every pass, measure thickness, inspect continuity, and protect the completed system.

Technical References

  • ASTM C898/C898M-25a: Standard Guide for Use of High-Solids-Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Separate Wearing Course. ASTM International
  • ASTM C1471/C1471M-22: Standard Guide for the Use of High-Solids-Content Cold Liquid-Applied Elastomeric Waterproofing Membrane on Vertical Surfaces. ASTM International
  • ASTM C1127/C1127M-15(2023): Standard Guide for Use of High-Solids-Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface. ASTM International
  • ASTM C836/C836M-18(2022): Standard Specification for High-Solids-Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course. ASTM International
  • OSHA 29 CFR 1910.107: Spray Finishing Using Flammable and Combustible Materials. Occupational Safety and Health Administration
  • OSHA Spray Operations: Standards and resources addressing spray operations in general industry, construction, and other workplaces. Occupational Safety and Health Administration
  • The system manufacturer’s current technical data sheets, safety data sheets, application instructions, equipment requirements, coverage rates, thickness requirements, recoat windows, approved details, and written project recommendations.

Professional responsibility: Follow the contract documents, current manufacturer instructions, equipment manuals, safety data sheets, applicable environmental and fire requirements, and OSHA regulations. Spray operations, confined areas, work at height, high-pressure equipment, reactive chemicals, and flammable materials require project-specific hazard controls and trained personnel.

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

No part of this material may be reproduced, distributed, transmitted, stored, displayed, published, 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.

AirSprayTech.com — The Finishing Authority®



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 > Paint Shop Planning—From Floor Plan to First Spray | Article 26 of 28 | Training Operators and Maintenance Personnel
 > Paint Shop Planning—From Floor Plan to First Spray | Article 27 of 28 | Final Acceptance: Do Not Sign Off Until It Performs
 > Paint Shop Planning—From Floor Plan to First Spray | Article 28 of 28 | Planning for Maintenance, Expansion, and the Next Ten Years
 > Paint Shop Planning—From Floor Plan to First Spray | Article 01 of 28 | Before You Buy a Booth: Define the Finishing Process
 > Paint Shop Planning—From Floor Plan to First Spray | Final Assessment
 > Paint Shop Planning—From Floor Plan to First Spray | Certificate of Completion Request
 > Automotive Refinish - From Repair Plan to Road Ready
 > Automotive Refinish—From Repair Plan to Road Ready | Article 01 of 28 | Start Before the Sandpaper: Vehicle Intake and Refinish Planning
 > Automotive Refinish—From Repair Plan to Road Ready | Article 02 of 28 | PPE Is Part of the Process: Protecting the Automotive Painter
 > Automotive Refinish—From Repair Plan to Road Ready | Article 03 of 28 | Fire, Fumes, and Ignition Sources: Everyday Refinish-Shop Safety
 > Automotive Refinish—From Repair Plan to Road Ready | Article 04 of 28 | A Clean Shop Paints Cleaner Cars: Housekeeping and Contamination Control
 > Automotive Refinish—From Repair Plan to Road Ready | Article 05 of 28 | Know What You Are Painting: Automotive Substrate Identification
 > Automotive Refinish—From Repair Plan to Road Ready | Article 06 of 28 | Clean Before You Cut: Washing, Degreasing, and Contamination Removal
 > Automotive Refinish—From Repair Plan to Road Ready | Article 07 of 28 | Stop Corrosion Before It Starts: Bare Metal and Corrosion Protection
 > Automotive Refinish—From Repair Plan to Road Ready | Article 08 of 28 | Sand With a Purpose: Abrasives, Grit Selection, and Surface Profiles
 > Automotive Refinish—From Repair Plan to Road Ready | Article 09 of 28 | Build It Straight: Fillers, Glazes, Primers, and Sealers
 > Automotive Refinish—From Repair Plan to Road Ready | Article 10 of 28 | Mask the Repair, Not the Mistake: Paper, Plastic, Tape, and Technique
 > Automotive Refinish—From Repair Plan to Road Ready | Article 11 of 28 | Choose the Complete System: Modern Automotive-Refinish Materials
 > Automotive Refinish—From Repair Plan to Road Ready | Article 12 of 28 | Control the Mix: Paint Storage, Mixing Rooms, and Material Management
 > Automotive Refinish—From Repair Plan to Road Ready | Article 13 of 28 | Match It Before You Spray It: Color Tools, Spray-Outs, and Color Acceptance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 14 of 28 | Choose the Right Spray Gun: Match the Equipment to the Finish
 > Automotive Refinish—From Repair Plan to Road Ready | Article 15 of 28 | Feed the Finish: Air-Compressor Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 16 of 28 | Keep the Gun Honest: Spray Equipment Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 17 of 28 | Paint With a Plan: Professional Basecoat and Clearcoat Application
 > Automotive Refinish—From Repair Plan to Road Ready | Article 18 of 28 | Control the Booth: Airflow, Filters, Lighting, and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 19 of 28 | Balance the Booth: Air-Makeup Unit Operation and Maintenance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 20 of 28 | Cure It by the Numbers: Flash, Bake, and Return-to-Service
 > Automotive Refinish—From Repair Plan to Road Ready | Article 21 of 28 | Correct Without Creating: Denibbing, Sanding, and Polishing
 > Automotive Refinish—From Repair Plan to Road Ready | Article 22 of 28 | Put It Back Right: Reassembly Without Damaging the Finish
 > Automotive Refinish—From Repair Plan to Road Ready | Article 23 of 28 | Inspect It Before the Customer Does: Final Quality Control
 > Automotive Refinish—From Repair Plan to Road Ready | Article 24 of 28 | Deliver More Than Shine: Customer Handoff and Fresh-Paint Care
 > Automotive Refinish—From Repair Plan to Road Ready | Article 25 of 28 | Control the Waste Stream: Paint, Solvent, Filters, and Compliance
 > Automotive Refinish—From Repair Plan to Road Ready | Article 26 of 28 | Troubleshoot the Process: Find the Cause Before Repainting
 > Automotive Refinish—From Repair Plan to Road Ready | Article 27 of 28 | Make Quality Repeatable: Procedures, Training, and Team Accountability
 > Automotive Refinish—From Repair Plan to Road Ready | Article 28 of 28 | Road Ready Is Earned: Audit the Complete Refinish Process
 > Automotive Refinish—From Repair Plan to Road Ready | Final Assessment
 > Automotive Refinish—From Repair Plan to Road Ready | Certificate of Completion Request
 > Corrosion Protection for Industrial Coating Contractors - 00 Course Overview
 > Corrosion Protection for Industrial Coating Contractors - Article 01: Understanding Corrosion
 > Corrosion Protection for Industrial Coating Contractors - Article 02: Common Forms of Corrosion
 > Corrosion Protection for Industrial Coating Contractors - Article 03: Evaluating the Structure and Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 04: Protective Coatings as the Primary Barrier
 > Corrosion Protection for Industrial Coating Contractors - Article 05: Selecting the Correct Coating System
 > Corrosion Protection for Industrial Coating Contractors - Article 06: Surface Cleanliness and Contaminant Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 07: Abrasive Blasting and Surface-Preparation Standards
 > Corrosion Protection for Industrial Coating Contractors - Article 08: Surface Profile and Anchor Pattern
 > Corrosion Protection for Industrial Coating Contractors - Article 09: Environmental Conditions and Dew Point Control
 > Corrosion Protection for Industrial Coating Contractors - Article 10: Selecting Coating Systems for the Service Environment
 > Corrosion Protection for Industrial Coating Contractors - Article 11: Primers and Their Role in Corrosion Protection
 > Corrosion Protection for Industrial Coating Contractors - Article 12: Intermediate Coats, Finish Coats, and Stripe Coating
 > Corrosion Protection for Industrial Coating Contractors - Article 13: Coating Application Methods and Spray Technique
 > Corrosion Protection for Industrial Coating Contractors - Article 14: Coating Mixing, Thinning, Induction Time, and Pot Life
 > Corrosion Protection for Industrial Coating Contractors - Article 15: Wet Film and Dry Film Thickness Control
 > Corrosion Protection for Industrial Coating Contractors - Article 16: Holidays, Pinholes, and Discontinuity Testing
 > Corrosion Protection for Industrial Coating Contractors - Article 17: Coating Adhesion Testing and Failure Interpretation
 > Corrosion Protection for Industrial Coating Contractors - Article 18: Coating Defects and Failure Diagnosis
 > Corrosion Protection for Industrial Coating Contractors - Article 19: How Coatings and Cathodic Protection Work Together
 > Corrosion Protection for Industrial Coating Contractors - Article 20: Final Inspection, Repair Verification, and Project Documentation
 > Corrosion Protection for Industrial Coating Contractors - Final Assessment
 > Corrosion Protection for Industrial Coating Contractors - Final Certificate of Completion Request
 > Protective Linings for Industrial Coating Contractors | 00 - Course Overview
 > Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
 > Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
 > Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
 > Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
 > Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
 > Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
 > Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
 > Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
 > Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 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 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