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Commercial and Industrial Floor Coatings | Article 08 of 24 | Repairing Cracks, Joints, Spalls and Damaged Concrete
Last Updated: 09/21/2026
Commercial and Industrial Floor Coatings Certificate Program

AirSprayTech Academy Certificate Program

Commercial and Industrial Floor Coatings for Professional Contractors

Repairing Cracks, Joints, Spalls, and Damaged Concrete

Article 08 of 24

Cracks, joints, spalls, voids, and deteriorated concrete must be understood before they are filled or covered. A repair succeeds when it addresses the condition, remains compatible with the flooring system, and supports the intended service—not merely when it hides the defect.

First Identify What You Are Repairing

Cracks and joints are not interchangeable. A crack is generally an unplanned separation in the concrete. A joint is intentionally formed, tooled, or cut to accommodate construction sequencing, shrinkage, isolation, or movement.

Filling every opening with the same rigid material can transfer movement into the new flooring system. Before selecting a repair, determine:

  • Whether the opening is a crack or a joint
  • The joint's intended function
  • Whether movement is expected
  • Whether vertical displacement is present
  • Whether moisture or contamination is entering the opening
  • The condition of the surrounding concrete
  • The traffic and service expected after installation
  • How the flooring manufacturer requires the condition to be treated

Recognize Conditions Outside the Flooring Contractor's Scope

Flooring contractors should not make unsupported structural determinations. Stop and request evaluation by the appropriate design professional when conditions include:

  • Significant vertical displacement
  • Cracks that continue through walls, beams, or foundations
  • Recurring or rapidly widening cracks
  • Settlement, heaving, or slab movement
  • Widespread delamination or severe concrete deterioration
  • Corroding reinforcing steel
  • Active water intrusion
  • Damage that may affect structural capacity

A resinous flooring system is not a structural repair unless it has been specifically designed and approved for that purpose.

Common Crack and Joint Types

Condition General Purpose or Cause Repair Consideration
Shrinkage crack Concrete volume change during drying or early curing. Determine whether movement has stabilized and whether the flooring system can tolerate future movement.
Control or contraction joint Intended to encourage shrinkage cracking at a planned location. Follow the project and manufacturer's requirements for filling, honoring, or treating the joint.
Construction joint Separates concrete placements made at different times. Evaluate load transfer, movement, edge condition, and contamination before treatment.
Expansion or isolation joint Allows movement between structural elements or around columns, walls, and equipment bases. Normally requires a detail that preserves intended movement.
Structural or active crack May result from settlement, loading, thermal movement, restraint, or structural behavior. Requires appropriate evaluation before a flooring repair is selected.
Spall Concrete loss caused by impact, joint failure, corrosion, freeze-thaw exposure, or deterioration. Remove unsound material and rebuild with a compatible repair designed for the depth and service.

Document the Condition Before Repair

Preparation may expose cracks and damage that were not visible during the initial survey. Mark each condition on the floor and record:

  • Location and identification number
  • Length, width, depth, and general pattern
  • Horizontal or vertical displacement
  • Moisture, staining, oil, or chemical residue
  • Previous repair material and its condition
  • Broken, rounded, or spalled edges
  • Relationship to columns, walls, drains, machinery, and traffic
  • Evidence of continuing movement
  • Photographs before and after repair

This record helps distinguish included repairs from newly discovered or concealed conditions.

Preparing Cracks for Repair

A repair material cannot bond reliably to dust, contamination, weak concrete, or loose edges. Crack preparation may include:

  1. Confirming the approved repair detail.
  2. Removing existing filler, coating, contamination, and loose material.
  3. Opening or routing the crack only as required by the repair system.
  4. Removing weak edges until sound concrete is reached.
  5. Vacuuming dust and debris from the prepared opening.
  6. Confirming that moisture conditions are acceptable.
  7. Priming when required by the repair-material manufacturer.
  8. Installing the material at the required depth and geometry.

Uncontrolled widening can damage sound concrete or turn a narrow crack into an unnecessarily large repair. Follow the specified repair detail and equipment requirements.

Rigid and Flexible Crack Treatments

Rigid Repair

A rigid repair may be used for a stable condition when load transfer, edge support, or continuity is required. Rigid materials generally cannot accommodate substantial movement.

If the crack moves after installation, the crack may reflect through the repair and flooring system.

Flexible Treatment

A flexible or elastomeric detail may be selected where limited movement is anticipated. It may require a reinforced strip, flexible membrane, termination detail, or visible joint.

Flexibility does not guarantee that unlimited or structural movement can be concealed.

The flooring manufacturer should provide the approved detail for the complete system. The repair material, primer, membrane, flooring, and topcoat must remain compatible.

Joint Treatment Requires a Decision

Every joint should be deliberately assigned one of the following treatments:

  • Filled and coated when the approved system permits it
  • Filled and later recut through the flooring system
  • Honored through the completed flooring system
  • Detailed with a flexible sealant or joint system
  • Rebuilt because the edges or filler have failed

The decision depends on joint type, expected movement, traffic, cleaning, chemical exposure, sanitation, appearance, and the flooring manufacturer's requirements.

Expansion and isolation joints generally must retain their intended movement. Coating rigidly across them can transfer movement into the surrounding flooring.

Semi-Rigid Joint Fillers

Semi-rigid fillers are commonly used in appropriate interior concrete floor joints to support joint edges under hard-wheel traffic. They are different from soft elastomeric sealants used where greater movement capability is required.

Installation considerations include:

  • Joint age and expected slab shrinkage
  • Joint cleanliness and dryness
  • Removal of old filler and contamination
  • Required depth and use of backer material
  • Correct mixing and dispensing
  • Overfilling and shaving requirements
  • Temperature during installation and service
  • Compatibility with the flooring system
  • Timing relative to coating application

Filling a joint too early in the slab's life may result in separation as the concrete continues to shrink. Follow the project documents and filler manufacturer's written requirements.

Repairing Spalls and Broken Joint Edges

Spalled areas must be cut or removed back to sound concrete. Feathered edges are often weak and may break under traffic, so many repair materials require a defined edge depth or geometry.

A repair sequence may include:

  1. Marking the repair boundary.
  2. Locating embedded utilities and reinforcement.
  3. Saw-cutting the perimeter when required.
  4. Removing loose and deteriorated concrete.
  5. Cleaning exposed concrete and steel as specified.
  6. Controlling active moisture and contamination.
  7. Applying primer or bonding material when required.
  8. Placing and consolidating the repair material.
  9. Finishing to the required elevation and texture.
  10. Allowing sufficient cure before preparation or coating.

The repair should restore the intended floor geometry without creating an abrupt ridge, depression, or weak featheredge.

Select Repair Materials for the Actual Condition

Repair material selection should consider:

  • Repair depth and volume
  • Concrete temperature and environmental conditions
  • Moisture condition of the substrate
  • Required cure and return-to-service time
  • Traffic, impact, vibration, and point loading
  • Chemical and thermal exposure
  • Movement and flexibility requirements
  • Compatibility with the primer and flooring system
  • Coefficient of thermal expansion
  • Required surface profile after cure

A fast-curing repair is not automatically a suitable repair. It must bond to the prepared concrete, remain dimensionally stable, tolerate service, and accept the subsequent flooring system.

Cementitious and Resinous Repairs

Cementitious Repairs

Cement-based repair materials may be appropriate for deeper repairs, resurfacing, or areas where their physical properties match the concrete and service requirements.

Moisture content, cure time, surface profile, and compatibility must be acceptable before resinous flooring is installed.

Resinous Repairs

Epoxy, polyurethane, polyurea, or other resinous materials may offer rapid cure, strong adhesion, or specialized performance.

Their stiffness, thermal behavior, depth limitations, moisture tolerance, and compatibility must match the condition and flooring system.

Repairing Deep Voids and Large Areas

Large or deep repairs should not be filled indiscriminately with a material intended for thin patches. Excessive placement thickness may cause heat buildup, shrinkage, cracking, incomplete cure, or material waste.

Confirm:

  • Minimum and maximum placement thickness
  • Whether aggregate extension is permitted
  • Whether the repair must be placed in lifts
  • Required primer or bonding agent
  • Working time and heat generation
  • Cure between lifts or subsequent flooring layers
  • Required edge geometry and reinforcement treatment

Follow the repair-material manufacturer's written installation instructions and the approved project detail.

Moisture and Contamination Can Defeat the Repair

Cracks, joints, and spalls often collect oil, chemicals, cleaning solution, and water. A clean-looking opening may still contain contamination below the surface.

Do not install repair material into active water, oily concrete, loose residue, or conditions outside the manufacturer's limits. Control the source, remove contaminated material, and obtain an approved repair recommendation.

Repair Elevation Matters

A repair that is too high may remain visible and interfere with traffic. A repair that is too low may create a depression, collect liquids, and require additional flooring material.

Repairs should be finished to the elevation and slope required by the completed flooring system. Consider:

  • Specified flooring thickness
  • Required drainage slope
  • Transition to surrounding concrete
  • Aggregate broadcast or mortar thickness
  • Final texture and cleanability
  • Door, drain, curb, and equipment clearances

Prepare Repairs Before Flooring Installation

Many cured repair materials require mechanical preparation before priming or coating. Smooth resin, curing film, laitance, or irregular edges may interfere with adhesion.

Before flooring installation:

  • Confirm the repair has cured sufficiently.
  • Remove surface film, contamination, and irregular high spots.
  • Create the required profile without damaging the repair.
  • Vacuum dust and loose debris.
  • Check the perimeter for feathered or unbonded edges.
  • Verify elevation and drainage.
  • Inspect for shrinkage cracks, voids, or pinholes.
  • Confirm compatibility with the flooring primer.

Repair Acceptance and Documentation

Repairs should be inspected before they are hidden by the flooring system. Record:

  • Repair identification and floor-plan location
  • Condition and dimensions
  • Preparation method
  • Repair product and batch information
  • Mixing and installation time
  • Concrete and ambient conditions
  • Primer or bonding agent used
  • Placement depth and number of lifts
  • Cure time before preparation and coating
  • Photographs before, during, and after repair
  • Final inspection and acceptance

Documentation is particularly important when cracks may reappear or movement-related conditions remain.

Concrete-Repair Checklist

  • Determine whether the condition is a crack, joint, spall, void, or structural concern.
  • Identify expected movement and the intended function of each joint.
  • Mark, photograph, measure, and map every repair.
  • Obtain professional evaluation for settlement, displacement, or structural damage.
  • Remove loose material, contamination, and failed previous repairs.
  • Prepare sound edges and the required repair geometry.
  • Control moisture, active water, oil, and chemical contamination.
  • Select repair material compatible with depth, movement, service, and flooring.
  • Follow required mixing, placement, cure, and thickness instructions.
  • Finish repairs to the proper elevation and slope.
  • Mechanically prepare cured repairs when required.
  • Inspect for voids, cracking, unbonded edges, and elevation problems.
  • Document materials, conditions, installation, and acceptance.
  • Protect accepted repairs until flooring installation.

Key Takeaway

Successful repair begins with correct identification. Determine whether the condition is a stable crack, moving crack, functioning joint, spall, void, contamination problem, or structural concern. Then select a compatible repair detail that supports the flooring system and expected service.

Do not simply fill the opening. Repair the condition you actually have.

Knowledge Check

1. Why should cracks and joints not automatically receive the same repair?

Show answer

Cracks are unplanned separations, while joints may be intentionally designed to accommodate construction, shrinkage, isolation, or movement. Their function and expected movement determine the repair.

2. Why should expansion and isolation joints generally remain functional?

Show answer

They are designed to permit movement. Rigidly coating across them may transfer that movement into the surrounding flooring system and cause cracking or separation.

3. Why are weak featheredges undesirable in a concrete repair?

Show answer

Thin, unsupported repair edges can break under traffic and create weak transitions. Many repair materials require a defined minimum edge depth.

4. Why might a cured repair need mechanical preparation?

Show answer

Smooth resin, laitance, curing film, contamination, or irregular high spots may prevent proper adhesion of the primer and flooring.

5. When should a flooring contractor request professional structural evaluation?

Show answer

When there is significant displacement, settlement, heaving, recurring movement, severe deterioration, corroding reinforcement, or damage that may affect structural capacity.

Technical References

Consult current editions, the project specification, and the repair and flooring manufacturers' written requirements. Relevant references may include:

  • ACI 546R: Concrete Repair Guide.
  • ICRI Technical Guideline No. 310.2R: Selecting and specifying concrete surface preparation for sealers, coatings, polymer overlays, and concrete repair.
  • ASTM C881/C881M: Standard specification for epoxy-resin-base bonding systems for concrete.
  • ASTM D4258: Standard practice for surface cleaning concrete for coating.
  • ASTM D4259: Standard practice for preparation of concrete by abrasion before coating application.
  • ASTM D7234: Standard test method for pull-off adhesion strength of coatings on concrete using portable pull-off adhesion testers.
  • Applicable project drawings, joint details, structural repair instructions, and design-professional recommendations.
  • The repair-material, joint-filler, and flooring manufacturers' current technical data sheets, safety data sheets, installation instructions, and compatibility recommendations.

Standards and manufacturer instructions may be revised. Verify the required edition and project requirements before using any reference.



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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 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
 > Commercial and Industrial Floor Coatings | Article 14 of 24
 > Commercial and Industrial Floor Coatings | Article 15 of 24
 > Commercial and Industrial Floor Coatings | Article 16 of 24
 > Commercial and Industrial Floor Coatings | Article 17 of 24
 > Commercial and Industrial Floor Coatings | Article 18 of 24
 > Commercial and Industrial Floor Coatings | Article 19 of 24
 > Commercial and Industrial Floor Coatings | Article 20 of 24
 > 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