Concrete Spalling: Causes and Repair

Concrete spalling is the breaking, flaking, or loss of surface concrete, often leaving a rough depression or exposing aggregate and reinforcement. A durable repair removes unsound concrete, addresses contributing moisture, freeze-thaw, salt, corrosion, or material problems, prepares sound edges and substrate, and replaces the lost section with a compatible repair system.

Start with the condition, not the product

Light surface scaling with sound concrete below

Likely next step
Evaluate surface repair
Why it matters
A shallow defect may be suitable for localized repair or resurfacing after diagnosis.

Hollow-sounding or delaminated areas

Likely next step
Map and remove unsound concrete
Why it matters
The visible opening may be smaller than the detached area below the surface.

Exposed rusty reinforcement

Likely next step
Obtain a defined repair scope
Why it matters
Corrosion products expand and can continue breaking surrounding concrete.

Widespread deep deterioration

Likely next step
Compare repair with replacement
Why it matters
Many adjacent repairs can be less predictable than rebuilding a failed section.

Separate spalling from simple discoloration

Spalling involves material loss. Scaling is usually shallower surface flaking, while delamination is a separation below the surface that may sound hollow before it opens. The distinction matters because a coating cannot restore detached or unsound concrete.

  • Mark loose, hollow, cracked, and previously repaired areas
  • Record whether aggregate or steel is exposed
  • Look for water, salts, leaking joints, and poor drainage
  • Note whether the affected area grows after winter or wet periods

A proper patch reaches sound concrete

The repair boundary should extend beyond loose material. Preparation may include saw cutting, removing deteriorated concrete, cleaning and evaluating exposed reinforcement, conditioning edges, cleaning the substrate, placing compatible repair material, finishing, and curing.

  • Repair dimensions and depth
  • Removal and surface-preparation method
  • Treatment or replacement of damaged reinforcement
  • Repair material and bond requirements
  • Curing, weather protection, and return-to-service time

Correct water and durability problems

ACI identifies reinforcement corrosion, freeze-thaw deterioration, and chemical attack among causes of horizontal surface deterioration. Drainage, saturation, deicing exposure, joint failure, and insufficiently durable concrete can therefore matter as much as the patch material.

  • Redirect ponding and runoff
  • Repair failed joints where appropriate
  • Use a compatible system for the exposure
  • Do not coat over active moisture or unsound concrete

Technical references and limitations

These references explain general repair principles. Residential conditions, local codes, product requirements, and structural significance vary. Use a qualified local professional for diagnosis and design where safety or structural performance is involved.