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PAVEMENT PRESERVATION TREATMENT CONSTRUCTION GUIDE
CHAPTER 4: PATCHING AND EDGE REPAIR
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Troubleshooting

This section provides information to assist maintenance personnel with troubleshooting problems with patching and edge repair projects.  Table 2 outlines common problems and related solutions.

Table 1:  Approaches for Surface Reinstatement

Method A:  HMA Application

  • The area to be patched is cleaned of debris.
  • A diluted tack coat emulsion is applied at a rate of approximately 0.5 l/m2 (0.1 g/yd2)
  • The HMA is laid over the surface and spread. The HMA should be spread to a minimum of twice the thickness of the largest aggregate size.
  • The HMA is then compacted using a pneumatic tired roller and possibly a steel wheel finish roller.  A vibratory roller is not recommended because of the possibility of crushing aggregate in thin lifts.

Method B:  Emulsion Seal Coat

  • The area to be patched is cleaned of debris.
  • A tack coat emulsion is applied at a rate of approximately 1 l/m2 (0.2 g/yd2).
  • A layer of sand or fine aggregate, typically 3 to 5 mm (0.1 to 0.2 in) in depth, is applied.
  • The patched area is then rolled with a pneumatic tired roller.

Method C:  Cold Mix

  • The area to be patched is cleaned of debris.
  • A light tack coat of diluted emulsion is applied at a rate of approximately 0.5 l/m2 (0.1 g/yd2).
  • Spread mix over area to be repaired to a depth of 25mm (1 in).
  • Compact mix using a pneumatic tire roller (or haul trucks) and finish with a steel wheel roller.
  • Follow up before winter with a fog seal.

 

Table 2:  Common Patching Problems and Related Solutions

Problem

Solution

Patching Material Picks Out

  • Ensure the hole is cleaned properly and not too wet.
  • Ensure sufficient tack coat is applied.
  • Use a self-setting cold-mix when holes cannot be dried properly.
  • Ensure the patch is solid before trafficking.
  • Dust patch surface with sand or small aggregate.
  • Wait for better weather.
  • Do not use cutback-based cold-mix (unless a temporary repair is being done).
  • For HMA patches, allow to cool before traffic is allowed over the patch.
  • Ensure required compaction is achieved.

Flushing

  • Reduce asphalt or emulsion content in the mix.
  • Reduce tack coat application.
  • Allow longer time before trafficking.
  • Ensure the gradation of the aggregate is appropriate.

Uneven Surface

  • Ensure cold-mix is workable.
  • Ensure HMA is at the right temperature for placement and compaction.
  • Ensure adequate compaction is achieved.

Loss of Cover Rock in Seal Coat Patches

  • Ensure surface is clean.
  • Ensure correct emulsion content is sprayed.
  • Ensure aggregate is spread while the emulsion is still brown.
  • Ensure emulsion is broken before traffic is allowed.
  • Allow longer cure time before traffic.

Traffic Compacts Mix to Below Edge of Hole

  • Ensure finished hole is overfilled 3 to 6 mm (0.1 to 0.2 in).
  • Ensure adequate compaction is achieved.
  • Ensure mix is workable at application temperatures.
  • Allow longer time before trafficking.