PAVEMENT QUALITY Ach chieving Proper Pavement Density OAPC – Top 10 Lis ist #7
Doubra C.
- C. Ambaio
iowei, i, Ph.D
.D., P.E .Eng., MCSCE Tech echnical Di Director Ontario Asphalt Pavement t Co Council l (Co (Council of
- f ORBA)
De December 5, , 2019
OAPC Top 10 Lis ist #7 Doubra C. C. Ambaio iowei, i, Ph.D .D., - - PowerPoint PPT Presentation
PAVEMENT QUALITY Ach chieving Proper Pavement Density OAPC Top 10 Lis ist #7 Doubra C. C. Ambaio iowei, i, Ph.D .D., P.E .Eng., MCSCE Tech echnical Di Director Ontario Asphalt Pavement t Co Council l (Co (Council of of ORBA) De
.D., P.E .Eng., MCSCE Tech echnical Di Director Ontario Asphalt Pavement t Co Council l (Co (Council of
De December 5, , 2019
Pavements
❖ Understanding Material Properties ❖ Placement and Rolling Operations ❖ Permeability and Lift Thickness ❖ Stable Support ❖ Transport Logistics and Environmental Factors ❖ Role of Specifications ❖ Employ Innovative Technologies ❖ Communication, Preparation and Planning
❑ Ways to Get More Durable HMA Pavements
❑ Reducing Volume, Increasing and Controlling Density
❑ Reasons for Compaction
➢ To prevent further compaction ➢ To provide shear strength or resistance to rutting ➢ To ensure the mixture is waterproof ➢ To prevent excessive oxidation of the asphalt binder
❑ Durability vs Air Voids % Air Voids
Zone of Highest Durability Flushing Raveling
❑ Workability, Mix Stiffness and Compactability
➢ Large Maximum-sized Particles ➢ Excessive Coarse Aggregate ➢ Too Low a Mix Temperature ➢ Too Much Medium-sized Sand ➢ Low Mineral Filler Content ➢ High Mineral Filler Content ➢ Rough Surface, Difficulty to Place ➢ May be Hard to Compact ➢ Uncoated Aggregate, not Durable, Rough Surface, Hard to compact ➢ Mix Shoves Under Roller, Remains Tender ➢ Tender Mix, Highly Permeable ➢ Mix May be Dry or Gummy, Hard to Handle, not Durable
Causes Effects
❑ Asphalt Binder: Rheology and Temperature Susceptibility ❑ Maintaining Mix Stability ❑ Compactive Effort
❑ Right equipment, well maintain ❑ At or above compaction temperatures behind screed ❑ Uniform and Consistent ❑ Watch for Segregation
❑ Rolling Practices and Procedures
➢ Production Rate ➢ Roller Width, Type and Speed ➢ Rolling Pattern – Quality Control Testing ➢ Mix Type ➢ Mix Thickness ➢ Temperature
Temperature is Critical
❑ Lift thickness impacts on the rate at which the mat cools and on permeability of the mix.
Phases of Voids within a HMA Pavement
❑ Pavements Built on Substandard Foundation will Prematurely fail. ❑ Investments in Intelligent Compaction Technologies may be Worthwhile. ❑ Proper Use and Application of Tack Coat is Vital to Ensure Good Bonding between the MAT and Underlying Structural layers.
❑ Considerations for Materials and Mix Transportaion ❑ Environmental Factors Affecting Cooling Rate of the Mat ❑ Environmental Factors out of Contractors Control
❑ Good Specifications Play an Important Role in Achieving the Required Pavement Density. ❑ Ensure Proper Inspection and Enforcement of Compaction Specifications. ❑ Implement Fair Material and Construction Performance Incentive/Disincentives.
❑ Encourage Use of Innovative Technologies ❑ Longitudinal Joint Construction - Incorporating Joint Heaters/Paving in Echelon
JMF