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Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
Last Updated: 10/01/2026
AirSprayTech Academy Portable Plural-Component Coating Systems for Contractors Certificate Program

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Portable Plural-Component Coating Systems for Contractors

Article 07 of 24

Selecting the Correct Proportioner for the Material and Project

A proportioner should be selected around the coating, required production rate, application conditions, and support requirements—not around a brand name or an impressive maximum-pressure rating.

The Central Selection Principle

The correct proportioner is the machine that can accurately meter the specified components, maintain the required ratio throughout the usable operating range, condition the material properly, overcome the restrictions of the complete fluid path, and deliver the required production without exceeding the coating manufacturer's limitations.

Equipment selection therefore begins with the coating manufacturer's current technical data, application instructions, safety data sheets, and written equipment recommendations. The proportioner is selected after those requirements are understood.

Learning Objectives

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

  • Identify the coating and project information required before selecting equipment.
  • Distinguish advertised maximum ratings from usable operating capacity.
  • Evaluate ratio, pressure, output, viscosity, temperature, and hose requirements.
  • Choose an appropriate mix-manifold and mixer location for the material's working time.
  • Compare fixed-ratio and variable-ratio proportioning systems.
  • Consider serviceability, documentation, utilities, and total operating cost.

Begin With an Application Data Package

Before requesting an equipment recommendation, assemble a written application data package. A supplier cannot make a reliable selection from the product name and mix ratio alone.

Required Information Why It Matters
Product and component names Establishes the exact resin, hardener, catalyst, and thinner being used.
Mix ratio and allowable ratio tolerance Determines proportioning configuration and required accuracy.
Ratio basis: volume or weight A weight ratio cannot be entered as a volume ratio without converting for component density.
Viscosity of each component Affects feed requirements, pump loading, heating, pressure loss, and mixing.
Material temperature for the viscosity data Viscosity values are meaningful only when the measurement temperature is known.
Pot life or working time Influences manifold location, mixed-material volume, hose arrangement, and flushing procedures.
Required application pressure and spray-tip range Helps determine whether the system can atomize the material under actual job conditions.
Target wet-film thickness and production area Establishes the minimum practical mixed-material output.
Hose length, elevation, and expected temperature Affects pressure loss, heat loss, hose diameter, and system response.
Available electrical and pneumatic utilities Determines whether the complete equipment package can operate at the site.

Ratio Range and Ratio Accuracy

Confirm that the proposed equipment can produce the coating's specified ratio using the installed pump sizes, metering components, or control configuration. A machine's overall advertised ratio range does not establish that every ratio within that range is available in every mechanical configuration.

The coating manufacturer may specify a ratio tolerance. The contractor must determine how the proposed system detects an off-ratio condition, how quickly it responds, what causes an automatic shutdown, and what must be recorded during a ratio verification.

If the product is specified by weight but the proportioner meters by volume, convert the components using verified density values at the applicable temperature. Never assume that a 2:1 weight ratio is also a 2:1 volume ratio.

Fixed-Ratio Systems

  • Configured around one ratio or a limited number of mechanical ratios.
  • Can be straightforward to operate and verify when matched correctly.
  • Appropriate for contractors repeatedly applying the same material family.
  • A new material may require pump, motor, or metering changes.

Variable-Ratio Systems

  • Support multiple materials or ratios within the approved operating range.
  • May provide electronic monitoring, reporting, alarms, and recipe control.
  • Require correct programming, calibration, configuration control, and trained operators.
  • Flexibility does not eliminate the need to verify each material setup.

Estimate the Required Production Output

Equipment output should be evaluated against the project's required application rate—not simply against the largest number printed in a product brochure.

Theoretical gallons = Area in square feet × Wet-film thickness in mils ÷ 1,604

This is a theoretical volume calculation. It does not include surface profile, overspray, material remaining in equipment, waste, or other losses.

Example

A project requires 4,000 square feet to be coated at 20 mils wet-film thickness:

4,000 × 20 ÷ 1,604 = approximately 49.9 gallons

If the crew must complete that application during four productive spray hours, the theoretical average mixed-material demand is approximately 12.5 gallons per hour. The contractor must then account for expected losses, interruptions, surface geometry, required reserve capacity, and the need to operate the proportioner within a stable—not marginal—part of its output range.

For a 2:1 volume ratio, approximately two-thirds of the mixed output is Component A and one-third is Component B. The feed system, heaters, pumps, filters, and containers must support the demand of each component independently.

Maximum Output Is Not Usable Output

Maximum-output ratings may be established under conditions that differ from the proposed application. Actual delivery can be affected by viscosity, temperature, inlet supply, pump speed, cycle rate, hose diameter, hose length, filters, valves, mixer restriction, elevation, and spray-tip size.

The equipment should be capable of meeting production requirements without continuously operating at its absolute limit. Reasonable operating reserve helps accommodate cold starts, filter loading, changing hose conditions, normal wear, and temporary production demands.

Pressure Must Be Evaluated Through the Entire System

The proportioner must generate sufficient pressure to move both components, pass them through the metering and mixing system, overcome hose and accessory restrictions, and provide the required pressure at the spray tip.

Maximum working pressure is a component limit—not a normal operating target. Every fluid-carrying component must be rated for the maximum pressure the system can generate. This includes pumps, heaters, filters, valves, manifolds, static mixers, hoses, swivels, guns, fittings, and spray tips.

A high maximum-pressure rating does not compensate for inadequate flow, undersized supply equipment, poor temperature control, excessive restriction, or an incorrect metering configuration.

Viscosity, Temperature, and Material Conditioning

Obtain the viscosity of each component separately and confirm the temperature at which each value was measured. Components in the same coating system can have very different viscosities and may require different feed, heating, hose, or pressure arrangements.

Material heating may reduce viscosity, improve flow, stabilize pressure, assist mixing, and support atomization. Excessive heat can shorten working time, accelerate reaction, damage material, increase solvent release, or exceed the manufacturer's approved processing temperature.

Where heated hoses are required, evaluate their total length, wattage, insulation, voltage, temperature-control method, sensor location, and ability to maintain the approved temperature under actual ambient conditions.

Pot Life Determines Where Mixing Should Occur

Conventional plural-component coatings with sufficient working time may be mixed at the proportioner and delivered through a mixed-material hose. Shorter-pot-life materials may require the mix manifold to be located closer to the spray gun so that the volume of catalyzed material is reduced.

Very fast-reacting materials may require impingement mixing at or within a specialized spray gun. These materials should not be forced into equipment designed for conventional static mixing unless the coating and equipment manufacturers have approved the complete arrangement.

The selection must account for the volume between the mix point and spray tip, expected pauses, reaction temperature, flush volume, flush time, and the consequences of material curing inside the mixed-material path.

Material Compatibility and Wetted Parts

Review the compatibility of the coating components, approved reducers, and flushing materials with every wetted component. Important considerations include pump construction, seals, packings, hoses, O-rings, valve seats, filters, manifolds, and mixer elements.

Filled, abrasive, moisture-sensitive, corrosive, or highly reactive materials may require specialized pump designs, seals, stainless-steel passages, corrosion-resistant parts, agitation, desiccant protection, or reduced filtration.

Written compatibility confirmation should be obtained when the equipment documentation does not clearly address the material family being processed.

Site Utilities and Working Environment

  • Compressed air: Verify pressure, volume, cleanliness, dryness, hose size, and compressor capacity.
  • Electrical power: Confirm voltage, phase, frequency, amperage, connectors, extension limits, grounding, and generator suitability.
  • Hazardous locations: Determine whether the equipment and accessories are approved for the classified location in which they will operate.
  • Weather protection: Account for rain, dust, direct sunlight, freezing conditions, heat, and wind exposure.
  • Mobility: Verify lifting points, trailer layout, weight distribution, access, hose routing, containment, and transportation requirements.
  • Cleaning and waste: Provide an approved plan for flushing, collection, storage, labeling, and disposal.

Monitoring, Records, and Quality Control

Determine what the system monitors and what it merely displays. Depending on the equipment, available functions may include ratio monitoring, pressure monitoring, flow measurement, material temperature, pot-life alarms, batch totals, material usage, fault history, data logging, and automatic shutdown.

Electronic monitoring can strengthen process control, but it does not replace field verification. The contractor still needs written startup checks, ratio verification, spray-pattern evaluation, wet-film measurements, environmental records, maintenance records, and inspection documentation.

Selection Red Flags

  • The required ratio is outside the approved equipment configuration.
  • The supplier cannot explain how ratio accuracy will be verified.
  • The required flow is below the machine's stable minimum or near its absolute maximum.
  • Material viscosity is given without a corresponding temperature.
  • The proposed hose length is not included in the pressure and temperature evaluation.
  • The mixed-material volume is excessive for the coating's working time.
  • Wetted-part compatibility has not been confirmed.
  • Required utilities are unavailable or marginal at the project site.
  • Replacement parts, qualified service, or operator training are not reasonably available.
  • The recommendation is based only on pressure, price, or brand familiarity.

Evaluate the Complete Cost of Ownership

Purchase price is only one part of equipment cost. A responsible comparison should include the complete spray package and the cost of keeping it productive.

  • Feed pumps, agitators, heaters, heated hoses, manifolds, mixers, guns, and accessories
  • Compressor, generator, electrical distribution, trailer, and containment requirements
  • Startup materials, ratio-test equipment, spare parts, filters, seals, and repair kits
  • Operator and technician training
  • Flushing materials, mixed-material waste, solvent handling, and disposal
  • Preventive maintenance and calibration
  • Technical support, service response, parts availability, and downtime exposure

Practical Selection Procedure

  1. Obtain the current coating data sheets, application instructions, and safety data sheets.
  2. Document the ratio basis, allowable tolerance, component viscosities, temperatures, working time, and approved reducers.
  3. Calculate the project's required mixed-material output and component consumption.
  4. Define required pressure, spray-tip range, hose length, elevation, and mix-point location.
  5. Confirm wetted-part compatibility, heating requirements, feed equipment, and site utilities.
  6. Compare equipment within its stable operating range rather than by maximum ratings alone.
  7. Evaluate monitoring, shutdown protection, records, maintenance access, parts, service, and training.
  8. Obtain a written equipment recommendation for the exact coating and proposed configuration.
  9. Conduct a controlled material trial when the application is unfamiliar, critical, or outside documented experience.

Technical References and Further Reading

The following manufacturer resources illustrate the range of pressure, proportioning, control, and application considerations found in portable plural-component equipment. Product references are educational examples and do not constitute an endorsement or replace project-specific engineering.

Professional responsibility: Final equipment selection must be based on the coating manufacturer's current written requirements, the equipment manufacturer's approved configuration, the project specification, applicable safety requirements, and documented jobsite conditions. Obtain written clarification whenever these requirements conflict.

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

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

AirSprayTech.com – The Finishing Authority®



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 > 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 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