Knowledge Base:  
Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
Last Updated: 10/06/2026
AirSprayTech Academy Industrial Waterproofing and Fluid-Applied Membrane Systems Certificate Program

Industrial Waterproofing and Fluid-Applied Membrane Systems

Article 07 of 24

Concrete Moisture, Vapor Drive, and Hydrostatic Pressure

Moisture can exist within concrete, move through concrete as vapor or liquid, collect at the membrane interface, or act against a structure under pressure. The contractor must understand which condition is present before selecting or applying a waterproofing system.

Learning Objectives

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

  • Distinguish moisture vapor movement from hydrostatic water pressure.
  • Explain positive-side, negative-side, and blind-side waterproofing exposure.
  • Recognize common pathways that allow moisture to enter or move through concrete.
  • Understand the purpose and limitations of common concrete-moisture tests.
  • Recognize moisture-related conditions that can cause membrane blistering, delamination, or leakage.
  • Document moisture conditions and obtain direction before membrane installation.

Moisture Is Not a Single Condition

Statements such as “the concrete is wet” or “there is moisture in the wall” are not precise enough to support a waterproofing decision. The source, form, direction, quantity, duration, and pressure of the moisture must be considered.

Moisture associated with concrete may include:

  • Water remaining from concrete mixing and curing.
  • Moisture vapor moving through the concrete pore structure.
  • Capillary moisture drawn through connected pores.
  • Rainwater, groundwater, process water, or washdown water entering through defects.
  • Condensation forming when a surface temperature falls below the dew point.
  • Liquid water acting against the structure under hydrostatic pressure.
  • Water entering through cracks, joints, penetrations, drains, terminations, or adjacent construction.

Moisture Vapor Is Not Hydrostatic Pressure

Moisture vapor transmission describes water vapor moving in response to differences in vapor pressure. Hydrostatic pressure is produced by a body or column of liquid water acting against a surface. These are different conditions and should not be treated as interchangeable terms.

A coating that tolerates elevated concrete moisture or reduces vapor transmission is not automatically suitable for resisting liquid water under hydrostatic pressure. Similarly, a membrane described as waterproof may have limitations regarding negative-side pressure, continuously saturated concrete, or application over damp substrates.

The system must be selected using the manufacturer’s written performance data for the actual exposure, substrate, pressure direction, and service conditions.

Comparing Moisture Conditions

Condition What Is Occurring Waterproofing Concern
Residual construction moisture Water remains within recently placed concrete. May interfere with primer penetration, cure, adhesion, or membrane performance.
Moisture vapor movement Water vapor moves from higher vapor pressure toward lower vapor pressure. Can contribute to blistering, loss of adhesion, or moisture accumulation beneath low-permeance materials.
Capillary moisture Liquid water moves through small connected pores without a visible water column. May keep the concrete surface boundary damp and interfere with bonded membranes.
Condensation Airborne moisture condenses on a surface at or below the dew point. Creates a wet interface even when the concrete itself was previously acceptable.
Hydrostatic pressure A body of liquid water applies pressure against the structure. Can force water through cracks, joints, pores, and defects or push a membrane away from the substrate.
Active leakage Liquid water passes through a specific pathway. The pathway and water source must be addressed before routine membrane application.

Understanding Vapor Drive

Vapor drive is influenced by differences in temperature and relative humidity on opposite sides of a concrete element. Water vapor generally moves from a condition of higher vapor pressure toward one of lower vapor pressure.

The direction and intensity of vapor drive can change as seasons, interior climate control, process conditions, sunlight, and surface temperatures change. A wall or slab that appears acceptable during one inspection may experience substantially different moisture movement under future operating conditions.

The contractor should consider the completed building environment—not only the conditions present on the day of application.

Capillary Movement Through Concrete

Hardened concrete contains pores, capillaries, microcracks, construction joints, and other pathways. When these pathways are connected, water may be drawn or transported through the concrete even when no visible standing water is present.

Concrete permeability is influenced by mixture proportions, consolidation, curing, cracking, placement quality, age, damage, and exposure. Honeycombing, poorly consolidated areas, tie holes, cold joints, penetrations, and cracks may provide much easier water pathways than the surrounding concrete.

A membrane installation must therefore address both the general concrete surface and the concentrated pathways where leakage is most likely to occur.

Hydrostatic Pressure Increases with Water Depth

Hydrostatic pressure is related to the vertical depth of the water acting against the structure. As the height of the water column increases, the pressure at the lower portion of the wall or structure increases.

Water does not need to be visibly flowing to create pressure. Groundwater can collect against a below-grade wall when drainage is missing, blocked, undersized, damaged, or overwhelmed. Tanks, basins, pits, fountains, and containment structures may also expose membranes to continuous or intermittent water pressure.

The waterproofing design must account for the maximum anticipated water level, exposure duration, pressure direction, drainage provisions, joints, penetrations, and the membrane manufacturer’s pressure limitations.

Positive-Side Waterproofing

Positive-side waterproofing places the membrane on the side of the structure first exposed to water. The water pressure generally pushes the membrane toward its supporting substrate.

Examples include a membrane on the exterior of a below-grade foundation wall, the water-contact side of a tank, or the weather-exposed side of a concrete deck.

Positive-side installation is generally preferred when practical because it prevents water from entering the concrete assembly. However, the membrane must be protected from backfill, reinforcement, traffic, equipment, other trades, and subsequent construction.

Negative-Side Waterproofing

Negative-side waterproofing places the material on the side opposite the water source. Water enters or passes into the concrete before reaching the membrane or coating.

Negative-side exposure can place water pressure behind the bonded system. That pressure may contribute to blistering, delamination, leakage at discontinuities, and migration of soluble salts. A conventional positive-side membrane should not be assumed suitable for negative-side service.

Use only systems specifically documented and approved for the anticipated negative-side exposure and pressure. Active leaks, unstable concrete, contaminated surfaces, and moving cracks still require proper investigation and repair.

Blind-Side Waterproofing

Blind-side waterproofing is installed where the exterior face of the completed structure will not remain accessible. A membrane may be placed against lagging, soil-retention systems, or another prepared surface before the structural concrete wall is installed.

Because post-installation access is extremely limited, detailing and quality control are critical. Substrate continuity, seams, terminations, penetrations, pile caps, tiebacks, mud slabs, waterstops, and transitions must be coordinated before placement.

Blind-side systems are specialized assemblies. Installation should follow the project details and complete manufacturer system requirements rather than field-created substitutions.

Pressure Direction Matters

Installation Membrane Location Primary Concern
Positive side Water-source side Continuity, protection, drainage, terminations, and damage before concealment.
Negative side Opposite the water source Pressure acting behind the system and water already entering the concrete.
Blind side Installed before the structural element is completed Limited future access and the need for precise installation coordination.

Common Moisture Entry Paths

Water frequently enters a structure through localized discontinuities rather than uniformly through the concrete field. Evaluate:

  • Construction, control, isolation, and expansion joints.
  • Active and dormant cracks.
  • Tie holes and formwork penetrations.
  • Pipes, conduits, sleeves, drains, and mechanical penetrations.
  • Wall-to-slab and wall-to-footing transitions.
  • Cold joints and poorly consolidated concrete.
  • Terminations, edges, curbs, parapets, and changes in elevation.
  • Failed sealants, waterstops, flashings, and drainage components.
  • Adjacent walls, decks, landscaping, paving, and improperly directed runoff.

A Wet Spot May Not Identify the Water Source

Water can travel along reinforcement, joints, cracks, membrane interfaces, conduits, and changes in construction before becoming visible. The interior point where water appears may be some distance from the exterior entry point.

Repairing only the visible wet location can redirect the water to another opening without correcting the actual entry pathway. Investigation should consider the surrounding assembly, elevations, drainage, water levels, construction sequence, and conditions present when leakage occurs.

Concrete-Moisture Testing

No single field test describes every aspect of moisture in a concrete structure. Each method measures or indicates a particular condition under defined test circumstances.

Common methods may include:

  • Plastic-sheet indication testing.
  • In-situ relative-humidity testing for concrete floor slabs.
  • Calcium-chloride moisture-vapor-emission testing.
  • Electrical impedance, resistance, or capacitance meters used for comparative surveys.
  • Gravimetric or laboratory moisture evaluation.
  • Infrared surveys used with appropriate confirmation methods.
  • Visual inspection for dampness, deposits, staining, and active leakage.

The project specification and membrane manufacturer should identify the required method, test frequency, test depth, acceptance limits, and action to take when results exceed those limits.

Plastic-Sheet Testing

ASTM D4263 uses a sealed plastic sheet to indicate the presence of capillary moisture in concrete before coating. Visible moisture beneath the sheet or darkening of the concrete indicates that moisture is present under the test conditions.

This is a qualitative indication—not a quantitative measurement of moisture content, vapor-emission rate, hydrostatic pressure, or future membrane performance. A result showing no visible moisture does not prove that the concrete will satisfy every membrane manufacturer’s moisture requirements.

Use the current standard procedure and do not shorten the specified exposure period or substitute loosely taped plastic for a properly conducted test.

Moisture Meters Are Often Survey Tools

Handheld electronic meters can help locate relative differences across a concrete surface. They may be useful for identifying areas that require further investigation, but their readings can be influenced by reinforcement, salts, concrete density, aggregates, surface condition, temperature, and instrument design.

Unless the project specification and manufacturer expressly accept the method and limit, a surface meter reading should not be treated as a universal pass-or-fail moisture value.

Test Locations Must Represent the Work

Testing only the easiest or driest location can produce a misleading picture. Include representative areas such as:

  • Low elevations and areas near suspected groundwater.
  • Interior and exterior wall sections.
  • Areas near cracks, joints, drains, and penetrations.
  • Locations with staining, efflorescence, or previous leakage.
  • Recently repaired or patched concrete.
  • Areas exposed to different sunlight, ventilation, temperature, or process conditions.
  • Both apparently wet and apparently dry control locations.

Environmental Conditions Affect the Reading

Moisture test results can change as the building environment changes. Temporary heat, dehumidification, open walls, incomplete roofing, construction water, and seasonal groundwater can produce conditions that differ from the completed building’s normal service.

Record ambient air temperature, concrete surface temperature, relative humidity, weather, recent rainfall, building enclosure status, climate-control operation, and unusual water exposure when tests are conducted.

Condensation Can Occur During Application

Even concrete that satisfies the required moisture criteria can become unsuitable if condensation develops during priming or membrane application. Condensation occurs when the substrate temperature reaches or falls below the dew-point temperature of the surrounding air.

Follow the membrane manufacturer’s required margin between surface temperature and dew point. Measure conditions at the work surface—not at a distant weather station or only at the beginning of the shift.

Recheck conditions whenever temperature, humidity, ventilation, sunlight, weather, or process operations change.

How Moisture Can Damage a Membrane System

  • Loss of adhesion: Moisture or contamination prevents the primer or membrane from developing its intended bond.
  • Blistering: Vapor, liquid, air, or osmotic pressure forms raised areas beneath or within the system.
  • Pinholes and outgassing: Air or vapor escaping from concrete disrupts the wet film.
  • Chemical interference: Moisture affects the cure or reaction of moisture-sensitive materials.
  • Salt deposition: Moisture carries soluble salts toward the surface, leaving efflorescence or deposits.
  • Freeze-thaw deterioration: Saturated concrete may deteriorate when exposed to repeated freezing and thawing.
  • Corrosion-related damage: Water and aggressive ions can contribute to reinforcement corrosion, cracking, and spalling.

Outgassing Is Not Always Moisture Vapor

Concrete contains air within its pores. When the concrete warms, expanding air may escape through a newly applied primer or membrane and create pinholes, bubbles, or craters. This phenomenon is commonly called outgassing.

Outgassing can occur even when the concrete satisfies a moisture requirement. Applying material while the concrete temperature is rising can increase the risk. Some manufacturers recommend application while the substrate temperature is stable or falling, but the contractor must follow the selected system’s written instructions.

Do not assume that every bubble is caused by the same mechanism. Moisture, trapped air, solvent, mixing technique, excessive film thickness, substrate porosity, and application timing should all be considered.

Efflorescence Is Evidence, Not the Root Cause

Efflorescence forms when moisture transports soluble salts through concrete or masonry and deposits them as the water evaporates. Cleaning away the visible deposit does not correct the moisture pathway.

Before applying a membrane, investigate the source and direction of moisture, remove deposits using an approved procedure, evaluate the concrete beneath them, and confirm that the proposed system can tolerate the remaining exposure.

Drainage Is Part of Waterproofing

A membrane should not automatically be expected to compensate for poor site drainage, blocked drains, missing drainage composites, improper grades, leaking utilities, failed flashings, or uncontrolled water discharge.

Below-grade systems may depend on free-draining backfill, drainage boards, protection courses, footing drains, collection systems, and pumps to limit water accumulation. Deck and plaza systems require working slopes, drains, overflows, scuppers, and properly detailed penetrations.

The contractor should verify that related drainage work is present, coordinated, and protected. Report missing or damaged components before the membrane is concealed.

Moisture Investigation Checklist

Question Required Information
Where is the water coming from? Groundwater, rainfall, irrigation, process water, plumbing, condensation, curing water, or another source.
In what form is it moving? Vapor, capillary moisture, condensation, leakage, or pressurized liquid water.
In which direction is it moving? Toward the membrane, away from it, or in a direction that changes with service conditions.
Is pressure present? Estimated water depth, duration, maximum level, and positive- or negative-side exposure.
Where are the pathways? Cracks, joints, penetrations, honeycombing, terminations, drains, and adjacent assemblies.
What testing is required? Specified method, frequency, locations, acceptance limits, and manufacturer approval.
Can the membrane tolerate the condition? Written manufacturer confirmation for the substrate, moisture level, pressure, and exposure.

Document the Conditions

Moisture documentation should include:

  • Test method and applicable standard.
  • Test location, elevation, depth, and identification number.
  • Date, time, and exposure period.
  • Instrument manufacturer, model, calibration, and settings when applicable.
  • Concrete and ambient temperatures.
  • Relative humidity and calculated dew point.
  • Weather, recent rainfall, and groundwater conditions.
  • Building enclosure and climate-control status.
  • Photographs of tests, deposits, staining, and active leakage.
  • Results, specified limits, and written disposition of unacceptable conditions.

Field Principle: Control the Water Before Covering the Evidence

A membrane is part of a water-management system. It cannot correct every drainage defect, stop every active leak from the wrong side, stabilize every crack, or overcome unlimited water pressure. Identify the source, pathway, direction, and pressure of the water; select a system approved for those conditions; and resolve uncertainties in writing before installation.

Technical References

  • ASTM D4263-24: Standard Practice for Indicating Moisture in Concrete by the Plastic Sheet Method. ASTM International
  • ASTM D5295/D5295M-18: Standard Guide for Preparation of Concrete Surfaces for Adhered Bonded Membrane Waterproofing Systems. ASTM International
  • ASTM D7088-17: Standard Practice for Resistance to Hydrostatic Pressure for Coatings Used in Below-Grade Applications Applied to Masonry. ASTM International
  • ASTM D7832/D7832M-14(2021): Standard Guide for Performance Attributes of Waterproofing Membranes Applied to Below-Grade Walls. ASTM International
  • ACI PRC-302.2-22: Concrete Slabs that Receive Moisture-Sensitive Flooring Materials—Guide. American Concrete Institute
  • ICRI Guideline No. 710.3-2022: Guide for the Mitigation of Moisture in Concrete Floor Slabs. International Concrete Repair Institute
  • The membrane manufacturer’s current technical data sheets, application instructions, moisture limitations, pressure ratings, substrate requirements, system details, and written project recommendations.

Professional responsibility: This article provides foundational contractor education and is not a waterproofing design, drainage design, structural assessment, or project-specific specification. Follow the contract documents, applicable codes, current manufacturer instructions, safety data sheets, and written direction from qualified design professionals. Refer unresolved water sources, structural concerns, and pressure conditions to the responsible design professional.

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®



Was this article helpful?

Comments:
 

Related Articles
 > Academy Series | Professional Certificate Programs
 > Airless Spraying - From Pump to Pattern
 > Airless Spraying—From Pump to Pattern | Article 01 of 18 How Airless Spray Equipment Works
 > Airless Spraying—From Pump to Pattern | Article 02 of 18 How to Read an Airless Spray Tip Number
 > Airless Spraying—From Pump to Pattern | Article 03 of 18 How to Choose the Correct Airless Tip Size
 > Airless Spraying—From Pump to Pattern | Article 04 of 18 Understanding Airless Fan Width and Orifice Size
 > Airless Spraying—From Pump to Pattern | Article 05 of 18 The Right Way to Set Airless Spray Pressure
 > Airless Spraying—From Pump to Pattern | Article 06 of 18 The Perfect Airless Spray Pattern
 > Airless Spraying—From Pump to Pattern | Article 07 of 18 Why an Airless Spray Pattern Develops Tails
 > Airless Spraying—From Pump to Pattern | Article 08 of 18 How Tip Wear Wastes Paint and Changes the Pattern
 > Airless Spraying—From Pump to Pattern | Article 09 of 18 Matching the Tip to the Sprayer’s Capacity
 > Airless Spraying—From Pump to Pattern | Article 10 of 18 How Airless Hose Size and Length Affect Performance
 > Airless Spraying—From Pump to Pattern | Article 11 of 18 How to Prime and Start an Airless Sprayer
 > Airless Spraying—From Pump to Pattern | Article 12 of 18 Professional Airless Spray-Gun Technique
 > Airless Spraying—From Pump to Pattern | Article 13 of 18 How to Shut Down, Flush, and Store an Airless Sprayer
 > Airless Spraying—From Pump to Pattern | Article 14 of 18 Airless Troubleshooting: When the Pump Will Not Prime
 > Airless Spraying—From Pump to Pattern | Article 15 of 18 Airless Troubleshooting: Surging, Pulsing, and Pressure Loss
 > Airless Spraying—From Pump to Pattern | Article 16 of 18 Electric, Gas, or Pneumatic Airless Equipment
 > Airless Spraying—From Pump to Pattern | Article 17 of 18 Choosing the Right Airless Sprayer for the Work
 > Airless Spraying—From Pump to Pattern | Article 18 of 18 Airless Safety: Understanding Injection-Injury Hazards
 > Airless Spraying-From Pump to Pattern Certificate of Completion
 > Airless Spraying—From Pump to Pattern | Final Assessment
 > Powder Coating - From Particle To Performance
 > Powder Coating—From Particle to Performance | Article 01 of 32 | The History of Powder Coating
 > Powder Coating—From Particle to Performance | Article 02 of 32 | What Powder Coating Is—and What It Is Not
 > Powder Coating—From Particle to Performance | Article 03 of 32 | What Is Inside a Powder Coating?
 > Powder Coating—From Particle to Performance | Article 04 of 32 | How Powder Coating Is Manufactured
 > Powder Coating—From Particle to Performance | Article 05 of 32 | Thermoset Versus Thermoplastic Powder Coatings
 > Powder Coating—From Particle to Performance | Article 06 of 32 | Epoxy, Polyester, and Epoxy-Polyester Hybrid Powders
 > Powder Coating—From Particle to Performance | Article 07 of 32 | Polyurethane, Acrylic, Fluoropolymer, and Specialty Powders
 > Powder Coating—From Particle to Performance | Article 08 of 32 | Selecting the Right Powder for the Application
 > Powder Coating—From Particle to Performance | Article 09 of 32 | Why Surface Preparation Determines Coating Performance
 > Powder Coating—From Particle to Performance | Article 10 of 32 | Preparing Steel, Aluminum, and Galvanized Surfaces
 > Powder Coating—From Particle to Performance | Article 11 of 32 | Mechanical Surface Preparation for Powder Coating
 > Powder Coating—From Particle to Performance | Article 12 of 32 | Chemical Pretreatment, Rinsing, and Dry-Off
 > Powder Coating—From Particle to Performance | Article 13 of 32 | How Electrostatic Powder Coating Works
 > Powder Coating—From Particle to Performance | Article 14 of 32 | Corona-Charging Powder Guns
 > Powder Coating—From Particle to Performance | Article 15 of 32 | Tribostatic Powder Application
 > Powder Coating—From Particle to Performance | Article 16 of 32 | Fluidized-Bed Powder Coating
 > Powder Coating—From Particle to Performance | Article 17 of 32: Anatomy of a Manual Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 18 of 32: Anatomy of an Automatic Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 19 of 32: Powder Booths, Airflow, and Containment
 > Powder Coating—From Particle to Performance | Article 20 of 32: Powder Feed, Recovery, Reclaim, and Color Change
 > Powder Coating—From Particle to Performance | Article 21 of 32: Compressed-Air Quality for Powder-Coating Equipment
 > Powder Coating—From Particle to Performance | Article 22 of 32: How to Set Up and Start a Powder-Coating System
 > Powder Coating—From Particle to Performance | Article 23 of 32: Setting Powder Flow, Pattern Air, kV, and Current
 > Powder Coating—From Particle to Performance | Article 24 of 32: Professional Manual Powder-Gun Technique
 > Powder Coating—From Particle to Performance | Article 25 of 32: Setting Up Automatic Guns and Reciprocators
 > Powder Coating—From Particle to Performance | Article 26 of 32: Faraday-Cage Effect, Back Ionization, and Poor Coverage
 > Powder Coating—From Particle to Performance | Article 27 of 32: Curing Powder Coating—Time at Metal Temperature
 > Powder Coating—From Particle to Performance | Article 28 of 32: Oven Profiling and Cure Verification
 > Powder Coating—From Particle to Performance | Article 29 of 32: Measuring Powder-Coating Film Thickness
 > Powder Coating—From Particle to Performance | Article 30 of 32: Testing Adhesion, Cure, Gloss, Color, and Appearance
 > Powder Coating—From Particle to Performance | Article 31 of 32: Powder-Coating Defects and Corrective Action
 > Powder Coating—From Particle to Performance | Article 32 of 32: Powder-Coating Safety, Housekeeping, and Preventive Maintenance
 > Powder Coating—From Particle to Performance | Final Course Assessment
 > Powder Coating—From Particle to Performance | Certificate of Completion
 > Powder Coating—From Particle to Performance | Request a Certificate of Completion
 > Finishing Quality - From Spec to Sign-Off | AirSprayTech Academy
 > Finishing Quality—From Spec to Sign-Off | Article 01 of 28: Quality Begins with the Specification
 > Finishing Quality—From Spec to Sign-Off | Article 02 of 28: From Specification to Control Plan
 > Finishing Quality—From Spec to Sign-Off | Article 03 of 28: Document Control and Traceability
 > Finishing Quality—From Spec to Sign-Off | Article 04 of 28: Incoming Materials and Receiving Inspection
 > Finishing Quality—From Spec to Sign-Off | Article 05 of 28: Incoming Process Water Quality
 > Finishing Quality—From Spec to Sign-Off | Article 06 of 28: Process Water Treatment Systems
 > Finishing Quality—From Spec to Sign-Off | Article 07 of 28 Treating and Releasing Finishing Wastewater
 > Finishing Quality—From Spec to Sign-Off | Article 08 of 28: Surface Cleaning and Contamination Control
 > Finishing Quality—From Spec to Sign-Off | Article 09 of 28 Surface Pretreatment and Conversion Coating Control
 > Finishing Quality—From Spec to Sign-Off | Article 10 of 28 Coating Material Storage, Mixing, and Conditioning
 > Finishing Quality—From Spec to Sign-Off | Article 11 of 28 Compressed-Air Quality and System Control
 > Finishing Quality—From Spec to Sign-Off | Article 12 of 28 Temperature, Humidity, and Environmental Control
 > Finishing Quality—From Spec to Sign-Off | Article 13 of 28 Application Equipment Setup and Process Verification
 > Finishing Quality—From Spec to Sign-Off | Article 14 of 28 Wet-Film Thickness and Application Control
 > Finishing Quality—From Spec to Sign-Off | Article 15 of 28 Dry-Film Thickness Measurement and Control
 > Finishing Quality—From Spec to Sign-Off | Article 16 of 28 Cure Verification and Oven Performance
 > Finishing Quality—From Spec to Sign-Off | Article 17 of 28 Appearance, Color, Gloss, and Texture Inspection
 > Finishing Quality—From Spec to Sign-Off | Article 18 of 28 Coating Adhesion Testing and Interpretation
 > Finishing Quality—From Spec to Sign-Off | Article 19 of 28 Hardness, Impact, Flexibility, and Abrasion Testing
 > Finishing Quality—From Spec to Sign-Off | Article 20 of 28 Corrosion, Chemical, and Environmental Exposure Testing
 > Finishing Quality—From Spec to Sign-Off | Article 21 of 28 Holiday, Porosity, and Coating-Continuity Testing
 > Finishing Quality—From Spec to Sign-Off | Article 22 of 28 Building and Controlling the In-House Finishing Laboratory
 > Finishing Quality—From Spec to Sign-Off | Article 23 of 28 Sampling Plans and Inspection Frequency
 > Finishing Quality—From Spec to Sign-Off | Article 24 of 28 Building the Finishing Process Data Highway
 > Finishing Quality—From Spec to Sign-Off | Article 25 of 28 Nonconformance, Root Cause, and Corrective Action
 > Finishing Quality—From Spec to Sign-Off | Article 26 of 28 Final Product Audit, Acceptance, and Release
 > Finishing Quality—From Spec to Sign-Off | Article 27 of 28 Build a Quality Team That Includes the People Doing the Work
 > Finishing Quality—From Spec to Sign-Off | Article 28 of 28 Your Vendors Are Part of the Quality Team
 > Finishing Quality—From Spec to Sign-Off | Final Assessment
 > Finishing Quality—From Spec to Sign-Off | Certificate Request
 > Paint Shop Planning - From Floor Plan to First Spray
 > Paint Shop Planning—From Floor Plan to First Spray | Article 02 of 28 | Build a Project Team Before You Build the Shop
 > Paint Shop Planning—From Floor Plan to First Spray | Article 03 of 28 | Meet the Authority Having Jurisdiction Early
 > Paint Shop Planning—From Floor Plan to First Spray | Article 04 of 28 | Creating the Owner’s Project Requirements
 > Paint Shop Planning—From Floor Plan to First Spray | Article 05 of 28 | Understanding NFPA 33 and Spray-Application Fire Protection
 > Paint Shop Planning—From Floor Plan to First Spray | Article 06 of 28 | Understanding the NEC in a Paint Shop
 > Paint Shop Planning—From Floor Plan to First Spray | Article 07 of 28 | Flammable and Combustible Liquid Storage
 > Paint Shop Planning—From Floor Plan to First Spray | Article 08 of 28 | Building, Fire, and Mechanical Codes
 > Paint Shop Planning—From Floor Plan to First Spray | Article 09 of 28 | Environmental Permits and Emissions Planning
 > Paint Shop Planning—From Floor Plan to First Spray | Article 10 of 28 | Planning the Shop Layout and Product Flow
 > Paint Shop Planning—From Floor Plan to First Spray | Article 11 of 28 | Spray-Booth and Preparation-Station Selection
 > Paint Shop Planning—From Floor Plan to First Spray | Article 12 of 28 | Air-Makeup and Exhaust-System Planning
 > Paint Shop Planning—From Floor Plan to First Spray | Article 13 of 28 | Planning the Compressed-Air System
 > Paint Shop Planning—From Floor Plan to First Spray | Article 14 of 28 | Electrical Service, Controls, and Hazardous Locations
 > Paint Shop Planning—From Floor Plan to First Spray | Article 15 of 28 | Natural Gas, Heating, and Curing Requirements
 > Paint Shop Planning—From Floor Plan to First Spray | Article 16 of 28 | Fire Suppression, Detection, and Emergency Systems
 > Paint Shop Planning—From Floor Plan to First Spray | Article 17 of 28 | Writing an Equipment Specification Vendors Can Quote
 > Paint Shop Planning—From Floor Plan to First Spray | Article 18 of 28 | How to Compare Paint-Booth Proposals
 > Paint Shop Planning—From Floor Plan to First Spray | Article 19 of 28 | Who Is Responsible for What?
 > Paint Shop Planning—From Floor Plan to First Spray | Article 20 of 28 | Site Preparation and Construction Coordination
 > Paint Shop Planning—From Floor Plan to First Spray | Article 21 of 28 | Change Orders: Where Paint-Shop Budgets Go to Die
 > Paint Shop Planning—From Floor Plan to First Spray | Article 22 of 28 | Pre-Startup Inspection and Documentation
 > Paint Shop Planning—From Floor Plan to First Spray | Article 23 of 28 | Testing Booth Airflow and Pressure
 > Paint Shop Planning—From Floor Plan to First Spray | Article 24 of 28 | Testing Safety Interlocks and Emergency Controls
 > Paint Shop Planning—From Floor Plan to First Spray | Article 25 of 28 | Commissioning the Complete Paint Shop
 > 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 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