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Spalling

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On this page · 4 sections
  1. Description
  2. Problem
  3. Possible Causes
  4. Repair

Description

Cracking, breaking or chipping of joint/crack edges. Usually occurs within about 0.6 m (2 ft.) of joint/crack edge.

Spalling along a linear (panel) crack.Onset of spalling up close.Bad construction joint spalling.
Figures 1–3. Spalling along a linear (panel) crack. Onset of spalling up close. Bad construction joint spalling.

Problem

Loose debris on the pavement, roughness, generally an indicator of advanced joint/crack deterioration

Possible Causes

Possible causes are (AASHTO, 19931):

  • Excessive stresses at the joint/crack caused by infiltration of incompressible materials and subsequent expansion (can also cause blowups).
  • Disintegration of the PCC from freeze-thaw action or "D" cracking.
  • Weak PCC at a joint caused by inadequate consolidation during construction. This can sometimes occur at a construction joint if (1) low quality PCC is used to fill in the last bit of slab volume or (2) dowels are improperly inserted.
  • Misalignment or corroded dowel.
  • Heavy traffic loading.

Repair

Spalling less than 75 mm (3 inches) from the crack face can generally be repaired with a partial-depth patch. Spalling greater than about 75 mm (3 inches) from the crack face may indicated possible spalling at the joint bottom and should be repaired with a full-depth patch.

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Cite this page

APA

Pavement Interactive. (2018, September 19). Spalling. HeadLight. Retrieved [the date you read it], from https://pavementinteractive.org/reference-desk/pavement-management/pavement-distresses/spalling/

ASCE

Pavement Interactive. (2018). “Spalling.” HeadLight, <https://pavementinteractive.org/reference-desk/pavement-management/pavement-distresses/spalling/> ([the date you read it]).

BibTeX

@misc{pavint-spalling,
  author = {{Pavement Interactive}},
  title = {Spalling},
  year = {2018},
  publisher = {HeadLight},
  howpublished = {\url{https://pavementinteractive.org/reference-desk/pavement-management/pavement-distresses/spalling/}},
  note = {Accessed [date]}
}
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Sources (1)
  1. AASHTO (1993). AASHTO Guide for Design of Pavement Structures. American Association of State Highway and Transportation Officials. Washington, D.C. ↩
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