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NATIONAL PERSPECTVE:
Technical Trends and
How They May Impact California
Buzz Powell
Perspective
Asphalt Pavement Alliance
Seek first assistance, support from your SAPA, then APA…
Deploy effective resources directly to marketplace
Strengthen fact focused relationships between
decisionmakers, owners, agencies, and industry
3 pillars = innovation, collaboration, and education
Technical competence and trust with community
Support and promote quality asphalt pavement!
Performance
Related
Specifications
Increased RAP
Resilience
Warm mix
asphalt
Perpetual
pavement
Porous asphalt
Intelligent
construction
Surface friction
Quiet pavement
Ground tire
rubber
Performance
Sustainability
Resilience
Content
Mix/materials – meeting specific needs of each layer
Thickness design – preventing non-surface cracking
Preservation – safe, durable, renewable surface.
Specification Focus
Ensure performance for taxpayers (agencies)
Streamline the testing process (workforce)
Create opportunities for innovation (contractors).
Mix/Materials
Increasing RAP to offset the loss of virgin quarries
Practical aspects of EPD/LCA implementation
WMA for both energy reduction and compaction aid
Production BMD to index effective binder quality
Increasing binder content with polymer modification
High quality, lower carbon mix without a burner
Replace quarry limitations with specified friction.
Friction Mix Designs
Tools in the BMD Toolbox
Warm mix additives (some also antistrips)
Softer virgin binder grades (more tanks)
Long-term rejuvenation recycling agents
Short-term softener recycling agents
Onsite binder modification packages
High strength aramid fibers (options)
Recycled plastics (wet vs dry, caution advised)
Recycled ground tire rubber (wet vs dry).
Recycled Ground Tire Rubber
Finer grind in DGA, coarser grind in ARGG
As much as 20 percent of total binder weight (ARGG)
BMD testing challenge with simple methods
Extremely high fatigue life of ARGG mixes
Dry additive to protect reaction, tanks, plumbing
Warm mix additive to reduce temp, eliminate odor
EV tire wear rubber as greater particulate source.
Crack Prevention Interlayers
Thickness Design
“Perpetual Pavement”
Thickness Design
Designing pavements to survive rather than fail
Build a house on a rock then maintain the roof!
Perpetual thickness ranging from 5¾ to 14 inches
Change in philosophies with cement stabilization
Fatigue life impact of improving or eliminating tack
ThinLay surfaces on monolithic ThickLay buildups.
Preservation
Preservation
Innovative Screed Plates
Takeaways
Mix/materials – meeting specific needs of each layer
Thickness design – preventing non-surface cracking
Preservation – safe, durable, renewable surface.
Note Date Change !
Next Steps
Master plan complete before fall meeting
Workshops, training, demonstration projects
Identification of new projects for 2021 Track.
End-of-Cycle Conference for the
2021 NCAT Pavement Test Track and the
MnROAD Pavement Research Partnership
May 7-9, 2024
Auburn, AL
N C AT P a v e m e n t Te s t Tra c k
Performance Potential
of Quality Asphalt Thinlays
Questions?

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National perspective on asphalt technology and trends from the Asphalt Pavement Alliance