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  • Home
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    • Introduction
    • Slurry Surfacing Systems
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    • Equipment Calibration
    • Construction Of Slurry Surfacing Systems
    • Contract Administration
    • Troubleshooting Systems
    • Special Situations
home/Knowledge Base/8. Troubleshooting Systems/Rain on Freshly Applied Slurry Surfacing

Rain on Freshly Applied Slurry Surfacing

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Condition:   Discoloration caused by rainfall prior to curing of the slurry surfacing.

Figure 58 – Appearance Immediately After Rainfall

Figure 59 – Appearance Two Weeks Later

Possible Causes:  Rainfall occurred before sufficient curing of the slurry surfacing. 

Prevention:  Routine observation of weather radar is an important first step in preventing rain on freshly applied slurry surfacing.  Weather radar can be monitored from the project site or from a remote location. 

Inspector’s Note:  The extent of the damage experienced will determine the remedial efforts required

  • Light rain may require a road closure until the slurry surfacing can support normal traffic before reopening.
  • Moderate rain may wash the emulsified asphalt from the surface of the mixture.  A road closure is required, and the slurry surfacing should be allowed to cure and dry.  If loose aggregate is present, it should be swept prior to opening to traffic.  After exposure to normal traffic, damage determined to be unacceptable should be corrected with a new application of slurry surfacing over the remaining material.
  • Heavy rain may cause a major loss of emulsified asphalt.  A road closure is required until loose material removal can be accomplished by sweeping.  After exposure to normal traffic, damage determined to be unacceptable should be corrected with a new application of slurry surfacing over the remaining material.

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  • Non-Uniform Color
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  • Lack of Uniformity of Mixture at the Beginning or End of Passes
  • Breaking Too Fast
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8. Troubleshooting Systems
  • Rain on Freshly Applied Slurry Surfacing
  • Non-Uniform Color
  • Raveling
  • Flushing
  • Lack of Uniformity of Mixture at the Beginning or End of Passes
  • Breaking Too Fast
  • Breaking Too Slow
  • Unsatisfactory Handwork
  • Tire Marks and Surface Abrasion (Scuffing)
  • Constructability and Performance Issues over Crack Treatments
  • Delamination
  • Skinning
  • False Slurry
  • Tire Pull-Off
  • Slurry Surfacing Mixture on Concrete Gutters and Valleys
  • Washboarding
  • Premature Breaking of the Mix
  • Surface Irregularities
  • Poorly Constructed Longitudinal Joints
  • Poorly Constructed Transverse Joints
  • Poorly Constructed Edge Lines
  • Failure to Correct Rutting (Specific to Micro Surfacing Only)
  • Damage from Premature Opening to Traffic
  • Tire Marks in Freshly Applied Material
  • Unacceptable Handwork
All Categories
  • 1. Introduction
  • 2. Slurry Surfacing Systems
  • 3. Materials
  • 4. Slurry Surfacing Mixture Concepts
  • 5. Equipment Calibration
  • 6. Construction Of Slurry Surfacing Systems
  • 7. Contract Administration
  • 8. Troubleshooting Systems
  • 9. Special Situations
  • 10. Appendices

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