Adjust application rates if caused by mix gradation changes
Appearance of broken or dragged aggregate in the mix
Slow down and allow material to heat properly to the required temperature
Excessive broken aggregate is an indication of insufficient pavement temperature prior to scarification/augering/milling
Oversize materials or chunks in the mix
Slow down and allow material to heat properly to the required temperature
Check heater/scarification unit for worn or broken tines or milling teeth and replace
Mix segregation
If by mechanical separation, check process flow and screed transfer augers
Ensure pavement is sufficiently heated prior to scarification/milling
Slow down to increase mixing time
Drag marks in uncompacted mix
Check for cool material and possibly increase heat
Slow down and allow material to heat properly to the required temperature
Look for crack sealant or other foreign material
Flushing of asphalt at surface
Check for improper mixing
If excessive rejuvenating agent, reduce content
If Inadequate mixing of materials, check for signs of wear/build up
Loose material
Check for improper compaction
Increase rejuvenating agent content
Insufficient compaction
Check roller pattern and roller type
Add an additional roller
Increase heat
Rain
Stop the process
Ensure the roadway is dry before restarting
If an unrolled HIR mix is caught in a heavy rainstorm, it can be compacted to support temporary traffic. However, the mat will probably not achieve the proper density. The mat can be reworked and compacted when dry conditions allow.
Post-Construction Troubleshooting
Permanent Deformation
Investigate pavement structure in conjunction with mix design lab. Depending on investigation, remove tack and replace affected areas with asphalt mixture (cold mix, recycled mix, WMA, or HMA) or re-recycle
Raveling, Scuffing or Tearing
Raveling, Scuffing or Tearing: Sweep and monitor. Determine if fog sealing or re-fog sealing is necessary to protect. Remove tack and replace deep damaged areas with asphalt mixture (cold mix, recycled mix, WMA, or HMA) prior to surface course
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