Check water and/or bituminous stabilizing agent application systems
Check for plugged spray bars/nozzles
Adjust application rates if caused by gradation changes, in-place stabilization only
Uneven Distribution of Dry Stabilizing Agent
Apply dry stabilizing agents/additives with calibrated bulk spreader
Ensure dry stabilizing agent is evenly spread across width of spreading equipment
Check for plugged valves/vanes on bulk spreader
Stabilized base stays spongy and/or will not densify
Reestablish control strip and/or density rolling pattern
If steel wheel rollers are sealing the surface and causing moisture retention, use a heavy pneumatic tire roller or padfoot roller for the breakdown and compaction rolling
If excess moisture is in the mix, revise stabilizing agent and water as necessary
Check for subgrade instability
Post-Construction Troubleshooting
Isolated areas of minor raveling or scuffing
Sweep and monitor. Determine if fog sealing or re-fog sealing is necessary to protect.
Keep traffic off stabilized base until properly cured
Isolated areas of major raveling, scuffing or tearing
Maintain better traffic restrictions in areas that are not cured. Sweep and monitor. Determine if fog sealing or re-fog sealing is necessary to protect.
Repair deep damaged areas with stabilized base material or asphalt mixture (cold mix, recycled mix, WMA, or HMA) prior to application of surface course.
Large scale areas of raveling, scuffing or tearing in straight traffic areas
Remove and replace with stabilized material or repair with asphalt mixture (cold mix, recycled mix, WMA, or HMA)
Dimpling due to parked vehicles or equipment
Tack and fill with asphalt mixture (cold mix, recycled mix, WMA, or HMA) prior to surface course
Permanent deformation within wheel path areas due to secondary compaction by traffic
Keep traffic off stabilized base until sufficiently cured.
After initial cure limit traffic to light vehicles
Use motor grader to smooth surface
Repair with leveling course prior to application of wearing surface
Permanent deformation and shoving due to unstable mix
Investigate pavement structure in conjunction with mix design lab. Depending on investigation, repair affected areas with stabilized base mix or asphalt mixture (cold mix, recycled mix, WMA, or HMA).
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