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Automotive Refinish—From Repair Plan to Road Ready | Article 08 of 28 | Sand With a Purpose: Abrasives, Grit Selection, and Surface Profiles
Last Updated: 09/09/2026

Automotive Refinish—From Repair Plan to Road Ready | Article 08 of 28

Sand With a Purpose: Abrasives, Grit Selection, and Surface Profiles

Every Scratch Should Prepare the Surface—not Become the Next Defect.

Sanding is not simply rubbing a panel until it looks dull.

Every abrasive cut changes the surface. It may remove damage, shape filler, level primer, feather an edge, improve adhesion, or refine the scratch pattern for the next material. When the wrong abrasive, tool, or technique is used, those scratches may return later as swelling, shrinkage, poor adhesion, visible sand marks, distorted panels, or an uneven finish.

Professional sanding begins with a clear purpose. The technician should know what must be removed, which surface must remain, which coating will be applied next, and what final scratch profile that coating requires.

The correct abrasive sequence depends on the substrate, repair material, existing finish, tool, coating system, and product manufacturer’s technical instructions.

Sand for the Next Step

The correct question is not, “Which grit do we always use?” It is, “What surface must this operation produce for the material that comes next?”

Understand What Abrasive Grit Means

Abrasive products use grit designations to indicate particle size. A lower grit number generally represents a coarser abrasive that removes material more aggressively. A higher number generally represents a finer abrasive that creates a smaller scratch.

The printed grit number alone does not determine the finished surface. Performance also depends on:

  • Abrasive construction and mineral type
  • Backing material
  • Disc, sheet, strip, or pad configuration
  • Machine type and orbit
  • Hand block shape and firmness
  • Applied pressure
  • Sander speed
  • Surface shape and hardness
  • Whether the abrasive is clean, sharp, loaded, or worn
  • Dry or approved wet-sanding method

A worn coarse disc may cut unpredictably. A new fine disc used with excessive pressure may still damage edges or create an uneven surface.

Begin With the Least Aggressive Method That Will Do the Job

Coarse abrasives remove material quickly, but they also create deep scratches and can remove protective coatings beyond the repair area. Use the least aggressive grit and method capable of completing the required operation efficiently.

Unnecessary removal creates additional work. Every deep scratch must either be removed by the next abrasive step or properly filled by an approved coating process.

Match the Abrasive to the Operation

Operation Primary Objective Planning Question
Coating removal Remove failed or damaged material within the approved repair area How much must be removed without unnecessarily damaging the substrate?
Filler shaping Restore contour while controlling deep scratches and low spots Which block, abrasive sequence, and shaping method will maintain panel form?
Featheredging Create a smooth transition between exposed substrate and sound coating layers Are all edges stable, gradual, and free from lifting?
Primer leveling Remove texture and correct minor surface irregularities Has enough primer been applied and cured to permit leveling?
Final preparation Create the required scratch profile for sealer, basecoat, or another coating What finish does the coating manufacturer require?
Denibbing and polishing preparation Level isolated defects without damaging surrounding film Is the coating sufficiently cured, and how much film can safely be removed?

Clean Before Sanding

Sanding a contaminated surface can grind wax, grease, silicone, road film, salt, and other material into the scratch pattern. It can also contaminate the abrasive, tool, vacuum hose, and adjacent work.

Wash and clean the surface using products and procedures approved for the substrate and coating system. Dry panel gaps and hidden areas before beginning abrasive work.

Clean again after sanding to remove dust and preparation residue residue.

Use a Planned Grit Progression

Each sanding step should refine the scratch created by the previous step. Jumping too far from a coarse abrasive to a much finer abrasive may polish the tops of the deeper scratches without removing their bottoms.

The surface may appear smooth when dry, but deep scratches can become visible after primer, color, clearcoat, curing, and shrinkage.

A controlled progression should:

  • Begin with the grit needed for the specific operation
  • Remove the previous scratch pattern completely
  • Follow the abrasive and coating manufacturers’ recommendations
  • Finish with the scratch required for the next material
  • Avoid unnecessary sanding steps that add labor without improving the surface

Do not use one universal grit sequence for every filler, primer, sealer, plastic, metal, and topcoat.

Know When to Hand Sand

Hand sanding with an appropriate block helps maintain panel contour and reveal highs, lows, waves, and repair boundaries. The block should match the shape and size of the surface.

A small, hard block may cut aggressively and create flat spots. A soft pad may follow an uneven surface instead of leveling it. Long panels often need longer blocks to maintain their shape.

Use controlled strokes and vary the sanding direction when appropriate:

  • Keep the block supported by the panel
  • Avoid digging with block edges
  • Use even pressure
  • Sand across a broad area rather than creating a small depression
  • Check the surface frequently
  • Stop before removing excessive material

Understand Machine Sanding

Dual-action and random-orbital sanders can produce efficient, consistent results when matched to the task. Machine stroke, pad design, abrasive, speed, and technique affect the scratch pattern and removal rate.

Good machine-sanding practices include:

  • Start the tool flat against the work when appropriate
  • Keep the pad flat rather than sanding on its edge
  • Move at a controlled, consistent rate
  • Use overlapping passes
  • Avoid excessive downward pressure
  • Allow the abrasive and machine to perform the cutting
  • Maintain pads, backing plates, hoses, and dust extraction
  • Replace loaded, damaged, or worn abrasive

Tipping a sander onto its edge may remove material quickly, but it can also create deep scratches, grooves, heat, and an uneven repair.

Watch the Edges and Body Lines

Panel edges, peaks, contours, and body lines can lose coating quickly because the abrasive contacts a smaller area. A technician may sand through primer, factory coating, or corrosion protection before realizing it.

Reduce pressure and adjust the tool or hand-sanding method near vulnerable areas. Protect adjacent edges when necessary, and restore exposed substrate using the approved procedure.

Do not round off a sharp body line that the painter will later be expected to restore with color and clearcoat.

Use Guide Coat to Make the Surface Talk

An approved guide coat can reveal texture, pinholes, scratches, highs, lows, and areas that have not been sanded uniformly.

The guide coat should be compatible with the repair process and used according to its instructions. Apply it evenly and sand until the intended surface condition is achieved.

If guide coat remains in a low area, continued random sanding may remove surrounding material without correcting the low. Stop and decide whether the area needs additional filling, priming, blocking, or another approved repair.

Featheredge Sound Coatings

Featheredging creates a gradual transition between exposed substrate and existing coating layers. A proper featheredge should be smooth, stable, and free from loose or lifting edges.

If an edge continues to break, lift, or separate as it is sanded, the existing coating may not be sound enough to support the repair. Continuing to apply primer over an unstable edge only postpones the failure.

Inspect for:

  • Loose coating
  • Layer separation
  • Cracking or checking
  • Excessive film build
  • Solvent sensitivity
  • Corrosion beneath the coating
  • Uncured or soft material

Do Not Sand Filler Into Every Corner of the Panel

Body filler and glazing materials should be used and shaped according to their instructions and the approved repair procedure. Excess filler creates more sanding, more dust, more pinholes, and more opportunity to distort the panel.

Rough shaping should establish contour without leaving scratches too deep for the next step. Each refinement should remove the preceding scratch pattern while preserving the intended panel shape.

Primer Must Be Ready Before It Is Sanded

Primer that has not dried or cured sufficiently may roll, clog the abrasive, smear, tear, or shrink later. Follow specified flash, drying, curing, and sanding times.

Temperature, humidity, airflow, film build, mixing accuracy, reducer or activator selection, and product age can affect sanding readiness.

Loading the abrasive may indicate that the coating is not ready, the abrasive is incorrect, the surface is contaminated, or the extraction system is not working properly.

Dry Sanding and Wet Sanding

Both dry and wet methods can have approved applications, but they are not automatically interchangeable.

Method Possible Advantage Control Needed
Dry sanding Supports dust extraction, surface visibility, and efficient abrasive cutting Dust collection, suitable PPE, clean tools, and contamination control
Approved wet sanding May reduce airborne dust and provide a refined surface for specified operations Clean water, contamination control, complete drying, and protection of seams and bare metal

Water can enter seams, pinholes, filler, exposed metal, and hidden areas. Use wet sanding only when permitted, and dry the vehicle completely before coating.

Control Sanding Dust

Sanding dust can affect employee health, contaminate vehicles, damage equipment, and create finish defects.

Use appropriate controls such as:

  • Vacuum-assisted sanding
  • Properly maintained dust-extraction equipment
  • Suitable preparation areas
  • Task-appropriate respiratory, eye, skin, and hearing protection
  • Vacuum cleaning instead of uncontrolled blowdown
  • Separation of sanding and spray operations
  • Regular cleaning of tools, hoses, carts, and work surfaces

Dust from aluminum, composites, old coatings, fillers, and other materials may present specific hazards. Identify the material and follow the applicable safety procedures.

Inspect the Surface Under Proper Lighting

A prepared panel should be inspected visually and by touch under clean, appropriate lighting. Change the viewing angle and use an inspection light to reveal texture and scratches.

Check for:

  • Unremoved coarse scratches
  • Glossy unsanded areas
  • Pinholes and porosity
  • Hard paint edges
  • Featheredge lifting
  • Waves, highs, and lows
  • Exposed substrate
  • Contamination and sanding residue
  • Damaged body lines and panel edges

Do not depend on primer or sealer to hide a surface that has not been properly prepared.

Common Sanding Failures

Problem Likely Process Cause
Visible sand scratches Coarse scratches were not fully refined before coating
Wavy repair Incorrect block, uneven pressure, or sanding an area too narrowly
Edge mapping Poor featheredge, unstable coating, excessive film build, or insufficient cure
Poor adhesion Surface too smooth, contaminated, incompletely sanded, or prepared with the wrong abrasive
Primer shrinkage Deep scratches, excessive film build, improper mixing, or inadequate cure
Sand-through Excessive pressure, incorrect abrasive, vulnerable edge, or uncontrolled machine technique

Professional Sanding Checklist

  • Identify the substrate and existing coating
  • Clean the surface before sanding
  • Define the purpose of the sanding operation
  • Review the required final grit for the next coating
  • Select the correct abrasive, tool, block, and extraction system
  • Begin with the least aggressive method that will do the work
  • Use a planned grit progression
  • Remove the previous scratch pattern at each step
  • Keep machine sanders flat and moving consistently
  • Use appropriate blocks to maintain panel contour
  • Protect edges, peaks, and body lines
  • Use guide coat to reveal surface conditions
  • Confirm primer is ready before sanding
  • Control dust and wear required PPE
  • Clean the surface after sanding
  • Inspect under suitable lighting before applying the next material

Important Safety and Repair Notice

This article provides general educational information. Abrasive selection and sanding procedures must follow current vehicle-manufacturer, abrasive-manufacturer, repair-product, and coating-manufacturer instructions.

Sanding can create hazardous dust, noise, flying particles, combustible metal dust, and exposure to existing coatings and repair materials. Use appropriate extraction, ventilation, PPE, housekeeping, and material-specific safety procedures.

The Bottom Line

Sanding is not successful because the panel became dull. It is successful when the surface has the correct shape, stability, cleanliness, and scratch profile for the material that comes next.

Choose the abrasive for the job. Use the right tool. Refine every scratch. Protect the edges. Inspect the surface before burying it.

Sand with a purpose—because the finish will eventually reveal every scratch that the preparation department forgot.



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 > Protective Linings for Industrial Coating Contractors | Article 01 of 20 - Protective Linings: What They Are and Why They Fail
 > Protective Linings for Industrial Coating Contractors | Article 02 of 20 - Understanding the Lining Service Environment
 > Protective Linings for Industrial Coating Contractors | Article 04 of 20 - Selecting a Lining for the Material Being Contained
 > Protective Linings for Industrial Coating Contractors | Article 05 of 20 - Epoxy Linings and Where They Are Used
 > Protective Linings for Industrial Coating Contractors | Article 06 of 20 - Novolac Epoxy Linings for Severe Chemical Service
 > Protective Linings for Industrial Coating Contractors | Article 07 of 20 - Vinyl Ester and Polyester Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 08 of 20 - Polyurethane, Polyurea, and Elastomeric Linings
 > Protective Linings for Industrial Coating Contractors | Article 09 of 20 - Cementitious and Specialty Lining Systems
 > Protective Linings for Industrial Coating Contractors | Article 10 of 20 - Inspecting Steel and Concrete Before Lining Work Begins
 > Protective Linings for Industrial Coating Contractors | Article 11 of 20 - Preparing Steel for Protective-Lining Application
 > Protective Linings for Industrial Coating Contractors | Article 12 of 20 - Preparing Concrete for Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 13 of 20 - Moisture in Concrete: When a Lining Should Not Be Applied
 > Protective Linings for Industrial Coating Contractors | Article 14 of 20 - Environmental Conditions, Dew Point, and Condensation Control
 > Protective Linings for Industrial Coating Contractors | Article 15 of 20 - Mixing, Induction Time, Pot Life, and Material Temperature
 > Protective Linings for Industrial Coating Contractors | Article 16 of 20 - Applying High-Build and Plural-Component Linings
 > Protective Linings for Industrial Coating Contractors | Article 17 of 20 - Stripe Coating, Edges, Welds, Penetrations, and Difficult Areas
 > Protective Linings for Industrial Coating Contractors | Article 18 of 20 - Film Thickness, Recoat Windows, Curing, and Return to Service
 > Protective Linings for Industrial Coating Contractors | Article 19 of 20 - Inspecting Protective Linings
 > Protective Linings for Industrial Coating Contractors | Article 20 of 20 - Final Acceptance, Repairs, and Lining Maintenance
 > Protective Linings for Industrial Coating Contractors - Final Assessment
 > Protective Linings for Industrial Coating Contractors | Certificate of Completion Request
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | 00 - Course Overview
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 01 of 20 - Why Moisture Causes Coating and Flooring Fail
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 03 of 20 - Moisture Vapor Versus Hydrostatic Pressure
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 02 of 20 - How Moisture Moves Through Concrete
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 04 of 20 - Sources of Moisture in Concrete Slabs and Str
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 05 of 20 - Recognizing Moisture-Related Coating Failures
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 06 of 20 - Relative-Humidity Testing of Concrete Slabs
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 07 of 20 - Calcium-Chloride Moisture-Vapor-Emission Test
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 08 of 20 - Electronic Moisture Meters and Surface-Moistu
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 09 of 20 - Concrete pH and Alkalinity at the Bond Line
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 10 of 20 - Dew Point, Condensation, and Environmental Co
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 11 of 20 - Osmotic Blistering, Delamination, and Efflore
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 12 of 20 - When a Coating Should Not Be Applied
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 13 of 20 - Selecting a Moisture-Mitigation System
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 14 of 20 - Surface Preparation for Moisture-Mitigation M
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 15 of 20 - Applying Moisture-Mitigation Membranes
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 16 of 20 - Pinholes, Holidays, and Membrane Inspection
 > Moisture Vapor Barriers and Mitigation Membranes for Industrial Coating Contractors | Article 17 of 20 - Primers, Underlayments, Adhesives, and System
 > Moisture Vapor Management | 18 - Repairing Coating and Flooring Failures
 > Moisture Vapor Management | 19 - Documentation, Warranties, and Contractor Liability
 > Moisture Vapor Management | 20 - Complete Moisture-Management Plan
 > Moisture Vapor Management | Course Assessment
 > Moisture Vapor Management | Certificate Request
 > Commercial and Industrial Floor Coatings - Course Overview
 > Commercial and Industrial Floor Coatings | Article 01 of 24 | What Floor Coatings Must Do
 > Commercial and Industrial Floor Coatings | Article 02 of 24 | Defining the Service Environment
 > Commercial and Industrial Floor Coatings | Article 03 of 24 | Evaluating Existing Concrete and Previous Floors
 > Commercial and Industrial Floor Coatings | Article 04 of 24 | Concrete Moisture and Floor-Coating Failure
 > Commercial and Industrial Floor Coatings | Article 05 of 24 | Removing Oil, Grease and Chemical Contamination
 > Commercial and Industrial Floor Coatings | Article 06 of 24 | Mechanical Surface Preparation
 > Commercial and Industrial Floor Coatings | Article 07 of 24 | Concrete Surface Profile and Preparation Acceptance
 > Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
 > Commercial and Industrial Floor Coatings | Article 09 of 24 | Primers, Patches, Underlayments and Moisture Mitigation
 > Commercial and Industrial Floor Coatings | Article 10 of 24 | Understanding Resinous Floor-Coating Chemistries
 > Commercial and Industrial Floor Coatings | Article 11 of 24 | Epoxy Floor-Coating Systems
 > Commercial and Industrial Floor Coatings | Article 12 of 24 | Polyurethane and Polyaspartic Floor Coatings
 > Commercial and Industrial Floor Coatings | Article 13 of 24 | Urethane-Cement Flooring for Heavy-Duty and Sanitary Service
 > Commercial and Industrial Floor Coatings | Article 14 of 24 | Methyl Methacrylate and Rapid-Return Flooring Systems
 > Commercial and Industrial Floor Coatings | Article 15 of 24 | Broadcast, Slurry, Mortar, and Self-Leveling Floor Systems
 > Commercial and Industrial Floor Coatings | Article 16 of 24 | Slip Resistance, Texture, Cleanability, and Appearance
 > Commercial and Industrial Floor Coatings | Article 17 of 24 | Coves, Drains, Penetrations, Edges, and Floor Transitions
 > Commercial and Industrial Floor Coatings | Article 18 of 24 | Mixing, Staging, Pot Life, and Installation Sequence
 > Commercial and Industrial Floor Coatings | Article 19 of 24 | Coverage, Film Thickness, Aggregate, and Material Control
 > Commercial and Industrial Floor Coatings | Article 20 of 24 | Environmental Conditions, Cure, Recoat Windows, and Return to Service
 > Commercial and Industrial Floor Coatings | Article 21 of 24 | Warehouse, Manufacturing, Vehicle and Aircraft-Hangar Floors
 > Commercial and Industrial Floor Coatings | Article 22 of 24 | Food, Beverage, Sanitary, Healthcare and Cleanroom Floors
 > Commercial and Industrial Floor Coatings | Article 23 of 24 | Inspection, Testing, Defects and Repairs
 > Commercial and Industrial Floor Coatings | Article 24 of 24 | Estimating, Documentation, Warranties, Maintenance and Final Acceptance
 > Commercial and Industrial Floor Coatings | Final Course Assessment
 > Commercial and Industrial Floor Coatings | Certificate of Completion Request
 > Commercial and Industrial Roof Coatings | 00 Certificate Program
 > Commercial and Industrial Roof Coatings | 01 of 25: What They Must Dand
 > Commercial and Industrial Roof Coatings | 02 of 25 | Coatings vs. Membranes
 > Commercial and Industrial Roof Coatings | 03 of 25 | Roof Assemblies and Substrates
 > Commercial and Industrial Roof Coatings | 04 of 25 | Reading the Specification
 > Commercial and Industrial Roof Coatings | 05 of 25 | Codes, Fire, Wind, and Energy
 > Commercial and Industrial Roof Coatings | 06 of 25 | New-Construction Readiness
 > Commercial and Industrial Roof Coatings | 07 of 25 | Restore or Replace
 > Commercial and Industrial Roof Coatings | 08 of 25 | Roof Moisture Surveys
 > Commercial and Industrial Roof Coatings | 09 of 25 | Drainage and Ponding Water
 > Commercial and Industrial Roof Coatings | 10 of 25 | Repairs Before Coating
 > Commercial and Industrial Roof Coatings | 11 of 25 | Cleaning and Contamination Removal
 > Commercial and Industrial Roof Coatings | 12 of 25 | Surface Preparation by Substrate
 > Commercial and Industrial Roof Coatings | 13 of 25 | Adhesion Testing
 > Commercial and Industrial Roof Coatings | 14 of 25 | Primers and Tie Coats
 > Commercial and Industrial Roof Coatings | 15 of 25 | Elastomeric Coatings
 > Commercial and Industrial Roof Coatings | 16 of 25 | Acrylic Systems
 > Commercial and Industrial Roof Coatings | 17 of 25 | Silicone Systems
 > Commercial and Industrial Roof Coatings | 18 of 25 | Polyurethane Systems
 > Commercial and Industrial Roof Coatings | 19 of 25 | PMMA Membranes
 > Commercial and Industrial Roof Coatings | 20 of 25 | Polyurea Membranes
 > Commercial and Industrial Roof Coatings | 21 of 25 | Spray Equipment
 > Commercial and Industrial Roof Coatings | 22 of 25 | Weather and Cure
 > Commercial and Industrial Roof Coatings | 23 of 25 | Inspection and Repairs
 > Commercial and Industrial Roof Coatings | 24 of 25 | Specifications and Warranties
 > Commercial and Industrial Roof Coatings | 25 of 25 | Technical Glossary
 > Commercial and Industrial Roof Coatings | Course Assessment
 > Commercial and Industrial Roof Coatings | Certificate Request
 > Professional Line Striping for Contractors | Course Overview
 > Professional Line Striping for Contractors | Article 01 of 24 | The Contractor’s Role
 > Professional Line Striping for Contractors | Article 02 of 24 | Plans, Specifications and Scope
 > Professional Line Striping for Contractors | Article 03 of 24 | Site Survey and Prejob Evaluation
 > Professional Line Striping for Contractors | Article 04 of 24 | MUTCD Marking Fundamentals
 > Professional Line Striping for Contractors | Article 05 of 24 | Accessible Parking Spaces
 > Professional Line Striping for Contractors | Article 06 of 24 | Fire Lanes and Restricted Areas
 > Professional Line Striping for Contractors | Article 07 of 24 | Parking-Lot Layout and Traffic Flow
 > Professional Line Striping for Contractors | Article 08 of 24 | Measuring and Layout Control
 > Professional Line Striping for Contractors | Article 09 of 24 | Pavement and Existing Markings
 > Professional Line Striping for Contractors | Article 10 of 24 | Surface Preparation and Marking Removal
 > Professional Line Striping for Contractors | Article 11 of 24 | Selecting Marking Materials
 > Professional Line Striping for Contractors | Article 12 of 24 | Marking Coating Chemistries
 > Professional Line Striping for Contractors | Article 13 of 24 | Glass Beads and Retroreflectivity
 > Professional Line Striping for Contractors | Article 14 of 24 | Striping Machines, Guns and Tips
 > Professional Line Striping for Contractors | Article 15 of 24 | Equipment Setup and Spray Control
 > Professional Line Striping for Contractors | Article 16 of 24 | Width, Thickness and Coverage
 > Professional Line Striping for Contractors | Article 17 of 24 | Stencils, Symbols and Arrows
 > Professional Line Striping for Contractors | Article 18 of 24 | Weather, Moisture, Drying and Cure
 > Professional Line Striping for Contractors | Article 19 of 24 | Work-Zone Traffic Control
 > Professional Line Striping for Contractors | Article 20 of 24 | Crew Positioning, Communication and PPE
 > Professional Line Striping for Contractors | Article 21 of 24 | Estimating Line Striping Work
 > Professional Line Striping for Contractors | Article 22 of 24 | Scheduling and Managing Crews
 > Professional Line Striping for Contractors | Article 23 of 24 | Inspection, Defects and Acceptance
 > Professional Line Striping for Contractors | Article 24 of 24 | Documentation, Maintenance and Growth
 > Professional Line Striping for Contractors | Course Assessment
 > Professional Line Striping for Contractors | Certificate Request
 > Academy Educational Standards and Editorial Policy
 > Secondary Containment Coating Systems | 00 Course Overview
 > Secondary Containment Coating Systems | Article 01 of 24 | Purpose and Responsibility
 > Secondary Containment Coating Systems | Article 02 of 24 | Defining the Service Environment
 > Secondary Containment Coating Systems | Article 03 of 24 | Chemical Exposure Variables
 > Secondary Containment Coating Systems | Article 04 of 24 | Concrete and Steel Structures
 > Secondary Containment Coating Systems | Article 06 of 24 | Concrete Moisture and Failure
 > Secondary Containment Coating Systems | Article 07 of 24 | Embedded Concrete Contamination
 > Secondary Containment Coating Systems | Article 08 of 24 | Mechanical Concrete Preparation
 > Secondary Containment Coating Systems | Article 09 of 24 | Steel Surface Preparation
 > Secondary Containment Coating Systems | Article 10 of 24 | Primers and Bonding Layers
 > Secondary Containment Coating Systems | Article 12 of 24 | Vinyl Ester Systems
 > Secondary Containment Coating Systems | Article 14 of 24 | Fiberglass-Reinforced Linings
 > Secondary Containment Coating Systems | Article 15 of 24 | Coves, Joints, Drains, and Penetrations
 > Secondary Containment Coating Systems | Article 16 of 24 | Mixing, Staging, and Pot Life
 > Secondary Containment Coating Systems | Article 17 of 24 | Application Methods and Equipment
 > Secondary Containment Coating Systems | Article 18 of 24 | Film Thickness and Continuity
 > Secondary Containment Coating Systems | Article 19 of 24 | Environmental Conditions and Cure
 > Secondary Containment Coating Systems | Article 20 of 24 | Inspection, Testing, and Final Acceptance
 > Secondary Containment Coating Systems | Article 21 of 24 | Defects, Failure Analysis, and Repairs
 > Secondary Containment Coating Systems | Article 22 of 24 | Spill Response and Return to Service
 > Secondary Containment Coating Systems | Article 23 of 24 | Inspection, Maintenance, and Service Life
 > Secondary Containment Coating Systems | Article 24 of 24 | Estimating and Contractor Responsibility
 > Secondary Containment Coating Systems | Course Assessment
 > Secondary Containment Coating Systems | Certificate of Completion Request
 > Portable Plural-Component Coating Systems | 00 Course Overview
 > Portable Plural-Component Systems | Article 01 of 24 | Understanding the System
 > Portable Plural-Component Systems | Article 02 of 24 | Ratios and Stoichiometry
 > Portable Plural-Component Systems | Article 03 of 24 | Pot Life and Cure
 > Portable Plural-Component Systems | Article 04 of 24 | Materials and Applications
 > Portable Plural-Component Systems | Article 05 of 24 | Reading the Documents
 > Portable Plural-Component Systems | Article 06 of 24 | How Proportioners Work
 > Portable Plural-Component Systems | Article 07 of 24 | Selecting a Proportioner
 > Portable Plural-Component Systems | Article 08 of 24 | Pails, Drums, Totes, and Feed Pumps
 > Portable Plural-Component Systems | Article 09 of 24 | Pumps and Ratio Control
 > Portable Plural-Component Systems | Article 10 of 24 | Material Conditioning
 > Portable Plural-Component Systems | Article 11 of 24 | Heating and Temperature Control
 > Portable Plural-Component Systems | Article 12 of 24 | Filters, Valves, Gauges, and Sensors
 > Portable Plural-Component Systems | Article 13 of 24 | Manifolds and Mixers
 > Portable Plural-Component Systems | Article 14 of 24 | Spray Guns, Tips, and Chambers
 > Portable Plural-Component Systems | Article 15 of 24 | Building a Mobile Rig
 > Portable Plural-Component Systems | Article 16 of 24 | Hoses and Connections
 > Portable Plural-Component Systems | Article 17 of 24 | Calibration and Ratio Testing
 > Portable Plural-Component Systems | Article 18 of 24 | Jobsite Setup and Startup
 > Portable Plural-Component Systems | Article 19 of 24 | Pressure and Spray Technique
 > Portable Plural-Component Systems | Article 20 of 24 | Film Thickness and Cure
 > Portable Plural-Component Systems | Article 21 of 24 | Correcting Off-Ratio Material
 > Portable Plural-Component Systems | Article 22 of 24 | Shutdown and Flushing
 > Portable Plural-Component Systems | Article 23 of 24 | Troubleshooting and Maintenance
 > Portable Plural-Component Systems | Article 24 of 24 | Final Acceptance
 > Portable Plural-Component Coating Systems | Course Assessment
 > Portable Plural-Component Systems | Certificate of Completion Request
 > 2K and 3K Coating Systems | 00 Course Overview
 > 2K and 3K Coating Systems | Article 01 of 24: Understanding Production Systems
 > 2K and 3K Coating Systems | Article 02 of 24: Reactive Coating Chemistries
 > 2K and 3K Coating Systems | Article 03 of 24: Components A, B, and C
 > 2K and 3K Coating Systems | Article 04 of 24: Mixing Ratios and Tolerances
 > 2K and 3K Coating Systems | Article 05 of 24: Viscosity and Temperature
 > 2K and 3K Coating Systems | Article 06 of 24: Material Supply Systems
 > 2K and 3K Coating Systems | Article 07 of 24: Metering and Dosing
 > 2K and 3K Coating Systems | Article 08 of 24: Static and Dynamic Mixing
 > 2K and 3K Coating Systems | Article 09 of 24: Pot Life and Mixed Volume
 > 2K and 3K Coating Systems | Article 10 of 24: Flushing and Color Change
 > 2K and 3K Coating Systems | Article 11 of 24: Pressure and Flow Control
 > 2K and 3K Coating Systems | Article 12 of 24: Applicators and Atomization
 > 2K and 3K Coating Systems | Article 13 of 24: Color Change and Multiple-Hardener System Design
 > 2K and 3K Coating Systems | Article 14 of 24: Pot Life and Production Interruptions
 > 2K and 3K Coating Systems | Article 15 of 24: Calibration and Ratio Verification
 > 2K and 3K Coating Systems | Article 16 of 24: Flow, Pressure, Alarms, and Interlocks
 > 2K and 3K Coating Systems | Article 17 of 24: Startup, Production, and Shutdown
 > 2K and 3K Coating Systems | Article 18 of 24: Solvent and Waste Reduction
 > 2K and 3K Coating Systems | Article 19 of 24: Containing Off-Ratio Material
 > 2K and 3K Coating Systems | Article 20 of 24: Troubleshooting Ratio, Flow, Pressure, and Mixing Problems
 > 2K and 3K Coating Systems | Article 21 of 24: Production Operating Procedures
 > 2K and 3K Coating Systems | Article 22 of 24: Worker and Facility Safety
 > 2K and 3K Coating Systems | Article 23 of 24: Quality Control and Traceability
 > 2K and 3K Coating Systems | Article 24 of 24: System Acceptance and Lifecycle Management
 > 2K and 3K Coating Systems for OEM Product Finishers | Course Assessment
 > 2K and 3K Coating Systems | Certificate of Completion Request
 > Water and Wastewater Protective Coating Systems | 00 Course Overview
 > Water & Wastewater Coatings | Article 01 of 24: What Protective Systems Must Do
 > Water & Wastewater Coatings | Article 02 of 24: Mapping the Treatment Process
 > Water & Wastewater Coatings | Article 03 of 24: Defining Exposure Zones
 > Water & Wastewater Coatings | Article 04 of 24: Reading Project Requirements
 > Water & Wastewater Coatings | Article 05 of 24: Potable-Water Certification
 > Water & Wastewater Coatings | Article 06 of 24: Hydrogen Sulfide Corrosion
 > Water & Wastewater Coatings | Article 07 of 24: Evaluating Existing Concrete
 > Water & Wastewater Coatings | Article 08 of 24: Evaluating Existing Steel
 > Water and Wastewater Protective Coating Systems | Article 09 of 24: Cleaning and Decontamination
 > Water and Wastewater Protective Coating Systems | Article 10 of 24: Concrete Repair and Surface Rebuilding
 > Water and Wastewater Protective Coating Systems | Article 11 of 24: Concrete Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 12 of 24: Steel Surface Preparation
 > Water and Wastewater Protective Coating Systems | Article 13 of 24: Moisture and Environmental Control
 > Water and Wastewater Protective Coating Systems | Article 14 of 24: Confined-Space Safety
 > Water and Wastewater Protective Coating Systems | Article 15 of 24: Selecting Lining Chemistries
 > Water and Wastewater Protective Coating Systems | Article 16 of 24: Potable-Water Infrastructure
 > Water and Wastewater Protective Coating Systems | Article 17 of 24: High-Build Wastewater Linings
 > Water and Wastewater Protective Coating Systems | Article 18 of 24: Resurfacers, Mortars, and Membranes
 > Water and Wastewater Protective Coating Systems | Article 19 of 24: Cracks, Joints, and Transitions
 > Water and Wastewater Protective Coating Systems | Article 20 of 24: Material Storage, Mixing, Plural-Component Equipment, and Application Planning
 > Water and Wastewater Protective Coating Systems | Article 21 of 24: Inspection, Testing, and Quality-Control Documentation
 > Water and Wastewater Protective Coating Systems | Article 22 of 24: Defects, Failure Analysis, and Coating Repairs
 > Water and Wastewater Protective Coating Systems | Article 24 of 24: Estimating, Closeout, Warranties, and Lifecycle Maintenance
 > Water and Wastewater Protective Coating Systems Course Assessment
 > Water and Wastewater Protective Coating Systems | Certificate of Completion Request
 > Industrial Waterproofing | 00 Course Overview
 > Industrial Waterproofing | Article 01 of 24: What Systems Must Do
 > Industrial Waterproofing | Article 02 of 24: How Water Moves
 > Industrial Waterproofing | Article 03 of 24: Positive, Blind, and Negative Side
 > Industrial Waterproofing | Article 04 of 24: Define the Service Conditions
 > Industrial Waterproofing | Article 05 of 24: Reading Project Documents
 > Industrial Waterproofing | Article 06 of 24: Evaluating Concrete
 > Industrial Waterproofing | Article 07 of 24: Moisture and Hydrostatic Pressure
 > Industrial Waterproofing | Article 08 of 24: Concrete Surface Preparation
 > Industrial Waterproofing | Article 09 of 24: Cracks, Joints, and Penetrations
 > Industrial Waterproofing | Article 10 of 24: Primers and Bonding Layers
 > Industrial Waterproofing | Article 11 of 24: Membrane Chemistries
 > Industrial Waterproofing | Article 12 of 24: Storage, Mixing, and Proportioning
 > Industrial Waterproofing | Article 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 | 00: Course Overview
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 01 of 18: Masking Requirements: What Must Remain Uncoated—and Why
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 02 of 18: From Drawing or Repair Plan to Masking Instructions
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 03 of 18: Surface Condition, Compatibility, and Material Selection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 04 of 18: Masking Tapes: General Purpose, Fine-Line, and Specialty Appl
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 05 of 18: Masking Papers, Plastic Films, and Overspray Sheeting
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 06 of 18: Caps, Plugs, and Sleeves: Protecting Part Features
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 07 of 18: Custom Masks, Die-Cuts, and Reusable Shields
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 08 of 18: Application Techniques: Edges, Seams, Curves, and Openings
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 09 of 18: Critical Features: Threads, Bores, Mating Faces, and Contact
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 10 of 18: Racks, Hooks, and Fixtures: Coordinating Support and Protecti
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 11 of 18: Masking for Liquid Coating Processes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 12 of 18: Masking for Powder Coating and Oven-Cured Finishes
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 13 of 18: Masking Through Cleaning, Pretreatment, and Multistage Proces
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 14 of 18: Automotive Refinish: Vehicle Protection and Masking Through t
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 15 of 18: Job Shops: Managing Varied Parts, Short Runs, and Repeat Orde
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 16 of 18: OEM Process Lines: Standardizing Masking and Inspection
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 17 of 18: Troubleshooting Masking Failures
 > Masking and Surface Protection for Finishing Shops and Process Lines | Article 18 of 18: Mask Removal, Final Acceptance, and Process Improvement
 > Masking and Surface Protection for Finishing Shops and Process Lines | 19: Course Assessment
 > Masking and Surface Protection for Finishing Shops and Process Lines | 20: Certificate of Completion Request