PAVEMENT PRESERVATION TREATMENT CONSTRUCTION GUIDE
CHAPTER 4: PATCHING AND EDGE REPAIR
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.
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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.
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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.
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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.
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Uneven Surface |
- Ensure cold-mix is workable.
- Ensure HMA is at the right temperature for placement and compaction.
- Ensure adequate compaction is achieved.
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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.
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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.
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