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Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
Last Updated: 10/04/2026
AirSprayTech Academy Water and Wastewater Protective Coating Systems Certificate Program

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Water and Wastewater Protective Coating Systems | Article 14 of 24

Confined Spaces, Hydrogen Sulfide, Ventilation, and Safe Work Planning

Water and wastewater coating work can place crews inside spaces where a single uncontrolled atmosphere, energy source, engulfment hazard, or failed rescue plan can become fatal.

This Work Requires a Real Safety Program

Reading an article, attending a toolbox talk, or carrying a gas meter does not qualify a crew to enter a permit-required confined space. The employer must determine the applicable regulations and establish the required written program, trained personnel, equipment, permits, communication, monitoring, ventilation, and rescue capability before entry begins.

If the required controls are not in place, workers do not enter. Production schedules, coating pot life, facility shutdown costs, and customer pressure do not override life-safety requirements.

What Is a Confined Space?

A confined space is large enough and configured so that an employee can bodily enter and perform assigned work, has limited or restricted means for entry or exit, and is not designed for continuous employee occupancy.

Examples encountered in water and wastewater work may include:

  • Water-storage tanks and standpipes
  • Wet wells, dry wells, and pump stations
  • Digesters and sludge-storage vessels
  • Manholes, vaults, and underground chambers
  • Pipelines, large-diameter pipe, and enclosed channels
  • Clarifiers, basins, and vessels with restricted access
  • Enclosed process structures and covered containment areas

What Makes a Confined Space Permit Required?

A confined space may be permit required when it has one or more of the following characteristics:

  • Contains or has the potential to contain a hazardous atmosphere
  • Contains material capable of engulfing an entrant
  • Has an internal configuration that could trap or asphyxiate an entrant
  • Contains another recognized serious safety or health hazard

Wastewater spaces can change condition rapidly. A vessel that tested acceptably earlier may develop a hazardous atmosphere because of incoming flow, disturbed sludge, chemical reaction, equipment operation, coating application, ventilation failure, or process changes elsewhere in the facility.

Entry Can Occur Before the Worker’s Whole Body Is Inside

Entry generally occurs when any part of the entrant’s body breaks the plane of an opening into the space. A worker leaning through a hatch to inspect, clean, test, or coat the surface may already have entered under the applicable definition. Entry requirements must be resolved before anyone crosses that plane.

General Industry or Construction?

The applicable OSHA confined-space requirements depend on the nature of the work and jurisdiction—not simply on whether the project is located at a municipal or industrial facility.

OSHA 29 CFR 1910.146 addresses permit-required confined spaces in general industry. OSHA 29 CFR 1926 Subpart AA addresses employees engaged in covered construction activities at worksites containing confined spaces.

Maintenance, repair, alteration, rehabilitation, and construction activities can require a project-specific determination. The employer should establish which requirements apply before planning the entry and should account for applicable state-plan and local requirements.

The Host Facility and Contractor Must Exchange Information

The facility may know the process history, previous atmospheric conditions, chemical hazards, piping arrangements, energy sources, alarms, past incidents, and site emergency capabilities. The coating contractor introduces additional hazards through cleaning chemicals, abrasive blasting, solvents, plural-component materials, spray application, hoses, electrical equipment, and temporary ventilation.

Coordination should address:

  • Known and potential space hazards
  • Process shutdown, bypass, draining, and isolation
  • Facility alarms and emergency communication
  • Other employers and simultaneous operations
  • Chemicals and coatings the contractor will introduce
  • Ventilation exhaust locations and effects on occupied areas
  • Rescue arrangements and site access
  • Post-entry reporting of hazards encountered or created

Hydrogen Sulfide Can Kill Without Warning

Hydrogen sulfide, commonly written as H2S, is a colorless, toxic, and flammable gas associated with sewers, wastewater processes, sludge, digesters, wet wells, and decomposing organic material.

It may smell like rotten eggs at low concentrations, but the sense of smell can rapidly become fatigued. A worker may stop detecting the odor even while dangerous gas remains present. Odor must never be used as the warning method.

High exposure can rapidly cause collapse, loss of breathing, unconsciousness, or death. The only dependable approach is hazard evaluation, calibrated monitoring, effective controls, trained personnel, and compliance with the employer’s written program.

Other Atmospheric Hazards

  • Oxygen deficiency: Oxygen may be displaced or consumed by biological activity, rusting, combustion, or inert gases.
  • Oxygen enrichment: Elevated oxygen can increase fire intensity and make materials easier to ignite.
  • Flammable gases: Methane and other gases may accumulate and create fire or explosion hazards.
  • Coating vapors: Solvents and reactive coating components can create toxic or flammable atmospheres.
  • Cleaning chemicals: Acids, alkalis, disinfectants, and incompatible residues can release hazardous gases.
  • Dust: Abrasive blasting and removal operations can create respiratory hazards and reduce visibility.
  • Engine exhaust: Carbon monoxide and other combustion products can enter the space through poorly located equipment or ventilation intakes.

Isolate Every Hazardous Energy Source

Draining a structure does not prove that it is isolated. Pumps can start, valves can leak, gates can move, agitators can rotate, and connected lines can introduce liquid, gas, steam, chemicals, or mechanical energy.

Isolation planning may require:

  • Lockout and tagout of electrical and mechanical equipment
  • Blocking, disconnecting, blanking, or blinding connected lines
  • Securing valves, gates, mixers, rakes, conveyors, and pumps
  • Controlling hydraulic, pneumatic, chemical, thermal, and gravity energy
  • Bypass pumping and control of incoming flows
  • Verification that the isolation is effective before entry

Atmospheric Testing

Before entry, the atmosphere must be evaluated using calibrated direct-reading instruments suitable for the expected hazards. OSHA procedures call for testing in this order:

  1. Oxygen content
  2. Combustible gases and vapors
  3. Potential toxic gases and vapors

Oxygen is tested first because many combustible-gas sensors depend on an adequate oxygen concentration for reliable operation. Combustible hazards are then tested because fire and explosion may present an immediate threat. Toxic contaminants are tested after those conditions are evaluated.

The meter must be capable of detecting the hazards identified for the space. A four-gas monitor does not detect every coating solvent, isocyanate, amine, acid vapor, or cleaning chemical.

Test the Space at Multiple Levels

Hazardous gases and vapors may form layers or collect in low points, high points, dead-air spaces, piping, pits, or behind internal components. Test remotely before entry and sample the locations workers will occupy or pass through.

Allow sufficient time for the sample to travel through the probe and for the instrument to respond. Moving faster than the sampling system can leave the worker ahead of the tested atmosphere.

Monitoring Must Continue as Conditions Require

A pre-entry reading does not guarantee that the atmosphere will remain safe. Coating application, disturbed sludge, solvent evaporation, equipment failure, changes in flow, and loss of ventilation can alter conditions.

Monitor as required to confirm that acceptable entry conditions are maintained. Record actual readings, locations, times, alarm events, corrective actions, and the identity of the instrument used.

Ventilation Is an Engineered Control

Ventilation should deliver clean air to the workers’ breathing zone and remove contaminants from their source. Simply placing a fan at a hatch does not prove that the entire space is being ventilated.

  • Use equipment sized for the space, duct length, bends, resistance, and contaminant load.
  • Place clean-air intakes away from exhaust, vehicles, generators, sewers, and process vents.
  • Position supply and exhaust ducting to reduce dead zones and short-circuiting.
  • Capture coating vapor, dust, or gas as close to the source as practical.
  • Prevent exhaust from exposing attendants, facility workers, or the public.
  • Use equipment suitable for any classified or potentially flammable atmosphere.
  • Establish the action required if ventilation stops or monitoring alarms.

Ventilation Does Not Replace Monitoring

Ventilation can fail, ducting can move, a new contaminant can enter, and conditions can change faster than expected. Atmospheric monitoring is necessary to verify that ventilation and other controls are actually maintaining acceptable conditions.

Ventilation also does not replace isolation, permitting, attendant duties, communication, respiratory protection, or rescue planning when those protections are required.

Coating Work Can Create the Hazard

A space may initially have an acceptable atmosphere but become hazardous when coating operations begin. Primers, solvents, cleaners, plural-component products, and cure reactions may release vapors or aerosols. Spray application can increase airborne material rapidly.

Review each product’s safety data sheet and evaluate:

  • Toxicity and occupational exposure limits
  • Flammability and ignition hazards
  • Vapor density and expected accumulation areas
  • Respiratory and skin-sensitization hazards
  • Ventilation requirements
  • Required respiratory, eye, skin, and body protection
  • Emergency and first-aid information

Respiratory Protection Requires a Complete Program

Respirator selection must be based on identified contaminants, concentrations, work conditions, assigned protection factors, product requirements, and applicable regulations. A cartridge respirator is not automatically suitable for confined-space coating work.

When respirators are required, the employer’s program may need to address:

  • Hazard evaluation and respirator selection
  • Medical evaluation
  • Fit testing for tight-fitting facepieces
  • Training, inspection, cleaning, storage, and maintenance
  • Cartridge selection and change schedules where applicable
  • Breathing-air quality and air-supply arrangements
  • Emergency and immediately dangerous atmosphere procedures

Rescue Must Be Planned Before Entry

An emergency plan that consists only of calling 911 may be inadequate. The employer must evaluate whether the selected rescue service can respond in time, reach the space, perform the required rescue, and manage the hazards and entry configuration.

Non-entry rescue should be used when appropriate and feasible. Retrieval systems must be selected for the space without creating additional hazards. Some internal obstructions, side entries, vertical distances, or worker positions may prevent simple retrieval.

Workers must never make an unplanned entry to rescue a collapsed coworker. Multiple fatalities frequently occur when unprotected rescuers enter the same hazardous atmosphere.

Defined Entry Roles

Authorized Entrant

The entrant must understand the hazards, properly use required equipment, communicate with the attendant, recognize warning signs, and exit when ordered, when an alarm activates, or when a prohibited condition develops.

Attendant

The attendant remains outside the space, maintains an accurate count of entrants, monitors conditions and communications, orders evacuation when required, summons rescue, and prevents unauthorized entry. The attendant should not be assigned duties that interfere with these responsibilities.

Entry Supervisor

The entry supervisor verifies acceptable entry conditions, required tests, equipment, procedures, and rescue availability; authorizes entry; removes unauthorized individuals; and terminates or cancels the permit when required.

Conditions Requiring Immediate Evacuation

  • A monitoring instrument alarms or malfunctions.
  • Ventilation fails, stops, or becomes ineffective.
  • A prohibited atmospheric condition develops.
  • An entrant develops dizziness, headache, nausea, confusion, breathing difficulty, weakness, eye irritation, or unusual behavior.
  • Communication with an entrant is lost.
  • Process isolation is compromised.
  • Liquid, gas, sludge, or chemicals enter the space.
  • A fire, equipment failure, power loss, or facility alarm occurs.
  • The attendant or entry supervisor orders evacuation.

Daily Pre-Entry Planning

Conditions and work activities should be reviewed before each entry period. The briefing should cover:

  • Scope of work and materials being used
  • Known and potential hazards
  • Isolation and lockout verification
  • Atmospheric test results and alarm settings
  • Ventilation arrangement
  • Entrants, attendant, entry supervisor, and rescue service
  • Communication methods and emergency signals
  • Required PPE and respiratory protection
  • Access, lighting, fall protection, retrieval, and housekeeping
  • Stop-work and evacuation conditions

Contractor’s Field Checklist

  • Has the space been evaluated and correctly classified?
  • Has the applicable general-industry or construction requirement been determined?
  • Has the facility provided known hazard and process information?
  • Are all energy and process sources isolated and verified?
  • Is the entry permit complete and authorized?
  • Are entrants, attendants, and supervisors trained for their assigned roles?
  • Is the monitor calibrated or verified and suitable for every identified atmospheric hazard?
  • Has the atmosphere been tested in the correct order and at representative levels?
  • Can ventilation maintain acceptable conditions throughout the space?
  • Is respiratory protection supported by a complete program?
  • Is a capable rescue service available under the planned conditions?
  • Does every worker understand when and how to evacuate?

Knowledge Check

1. Can odor be used to determine whether hydrogen sulfide is present?

No. The sense of smell can rapidly become fatigued and cannot provide dependable warning of continuing hydrogen-sulfide exposure.

2. In what order should a permit-space atmosphere be tested?

Test first for oxygen, then for combustible gases and vapors, and then for toxic gases and vapors.

3. Does mechanical ventilation eliminate the need for atmospheric monitoring?

No. Monitoring verifies whether ventilation and other controls are maintaining acceptable conditions and provides warning when conditions change.

4. Should an unprotected worker enter to rescue a collapsed entrant?

No. Unplanned rescue entry can create additional victims. Rescue must follow the established plan using trained, equipped, and capable personnel.

Technical References and Further Study

  • OSHA 29 CFR 1910.146, Permit-Required Confined Spaces. This standard establishes requirements for protecting general-industry employees entering permit-required confined spaces.
  • OSHA 29 CFR 1910.146 Appendix B, Procedures for Atmospheric Testing. This appendix addresses evaluation, verification, testing duration, and the required order of atmospheric testing.
  • OSHA 29 CFR 1926 Subpart AA, Confined Spaces in Construction. Sections 1926.1201 through 1926.1213 address construction confined-space programs, permitting, training, entry duties, rescue, and coordination.
  • OSHA 29 CFR 1910.147, The Control of Hazardous Energy—Lockout/Tagout.
  • OSHA 29 CFR 1910.134, Respiratory Protection.
  • OSHA, Hydrogen Sulfide Safety and Health Topics, including hazard recognition and exposure-control guidance.
  • NIOSH, Pocket Guide to Chemical Hazards: Hydrogen Sulfide. NIOSH warns that the sense of smell becomes rapidly fatigued and cannot be relied upon for continuous warning.
  • Current safety data sheets and manufacturer instructions for every cleaner, repair material, primer, coating, solvent, and related chemical introduced into the space.

Federal, state-plan, local, owner, and project requirements may differ or be revised. The employer is responsible for determining and complying with every requirement applicable to the work.

Life-safety notice: This article provides foundational education only. It is not a confined-space entry program, permit, hazard assessment, rescue plan, respiratory-protection program, or substitute for competent professional safety direction. No person should enter a confined or permit-required space unless the employer has established all legally required procedures, training, equipment, monitoring, controls, supervision, and rescue capability.

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

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

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 > Automotive Refinish—From Repair Plan to Road Ready | Article 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 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