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Materials Engineering and Testing Services
Asphalt Rubber
State Perspective
Tim Greutert
State Materials Engineer
1) Caltrans Sustainability and Lead Climate Action
2) Asphalt Rubber Binder Management
3) How did Caltrans Implement?
Outline
Crumb Rubber
Waste
Tire
Caltrans Goals
OUTCOMES
Mitigation Resilience Leadership
Reduce greenhouse
gas emissions from the
transportation sector.
Strengthen our
capability to withstand
and recover from the
impacts from climate
change.
Demonstrate
leadership in climate
action.
Caltrans Commitment to People and The Planet
• Caltrans Strategic Plan integrates sustainability principles across all goals
Goal: Lead Climate Action
• Develop & Implement a Caltrans Climate Action Plan
• Pilot New Materials and Practices w/Greenhouse Gas Reduction in
mind and Recyling
• Life Cycle Analysis – Performance & Sustainability
> 51M
Waste Tires Each Year
Recycling Tires: Diverting Landfill Waste
28M
Tires Recycled
in 2021
• In 2021:
• 28M Tires Recycled
• ~38% of Asphalt Placed Contained
Crumb Rubber (~1.28M Metric Tons)
• CalRecycle Waste Tire Recycling
Management Program
California Challenge: Diverting
and Managing Waste Tires
246M
Total Tires
Recycled
Crumb Rubber Modifier (CRM) Manufacturing
Tire Stockpile Grinding
or
Cryogenic
Processing
Reduced to a
Particular Size
Packaging
Belts
(Fiber/
Metal)
Removed
Removed
Fibers
Crumb Rubber Modifier (CRM)
Mixing at Asphalt
Blending Facility
First California Tire Recycling Act
SB-876 (Further Augmentation)
Public Resource Code §42703
Legislative Mandates
PRC § 42703 (e) & (f)
The Department of Transportation and the board shall
develop procedures for using crumb rubber. Only crumb
rubber manufactured in the United States may be used.
CalRecycle regulates and manages waste tires.
1989
2000
2006
Benefits & Challenges
Benefits Challenges
• More Sustainable Pavement
• Higher Durability
• Less Pavement Noise
• Improved Safety (Higher Surface
Skid)
• Improved Resistance to Fatigue
and Reflective Cracking
• Protecting the Environment
• Asphalt Modified at the Plant
• Recycling Tires
• Compacting RHMA-G Specimen
• Variable Design Parameters
• Gyrations, Hold Time, Ram
Pressure, Mix/Compact Temps
• Drying the Samples
• Higher Field Compaction Temps
Compared to HMA
Additional Challenges
Sticky
• Rubber does not melt when mixing with binder
• Surface pores of the CRM absorb binder light ends
• Rubber crumbs swells, become soft and stickier
• Sticks to boots, tools, equipment, etc.
Fumes
• More aromatics with the rubber binder
• Research on safety impact of rubber construction
• 2001 CDC Report findings:*
• No definitive indications that CRM exposures
are more hazardous than conventional
asphalt
• Higher occurrence of eye, nose, and throat
irritation in those exposed to CRM asphalt
*Report: Crumb-Rubber Modified Asphalt Paving: Occupational Exposures and Acute Health Effects (HETA #2001-0536-2864)
Asphalt Rubber
Binder
Neat/Virgin
Binder
Asphalt Rubber Binder Management
Wet Process (Field Blend):
• Added into the binder before mixing
• Rubber swells and softens during mixing & handling
Asphalt Rubber Binder Management Considerations:
• Blending Process and Proportioning
• Reaction Time
• Monitoring rubber binder properties
Two Hoppers
Crum Rubber Source Requirements
• 75% scrap tire crumb rubber / 25% high natural crumb rubber
• Delivered in separate bags
• Proportion and mix asphalt binder, asphalt modifier, and CRM
to within their own ratio limits
• Material Plant Quality Program (MPQP) verification
Gap-Graded vs Open-Graded
Mix Type
2022 Caltrans
Specification
Optimum Binder
Content (OBC)
Responsible Party
Notes
RHMA-G
Section
39-2.03
Contractor
• Contractor submits a Job Mix Formula
• Asphalt rubber binder design profile
• Materials and proportions
• The asphalt rubber binder blending plant must
be MPQP authorized
• Caltrans performs JMF Verification
RHMA-O
Section
39-2.04
Caltrans
• Contractor submits a JMF without specifying an
asphalt binder content
• Caltrans determines the OBC
• JMF Prequalification Program (JMFPP)
Independence Assurance (IA) Program
• IA program certifies QC testers and labs testing asphalt rubber binder
• Viscosity Test ASTM D7741
• At each reaction time in the
asphalt rubber binder design
profile
• QC each lot before use
• Daily for Acceptance
Testing Variability
Interlaboratory Studies (ILS)
• ILS have shown high variability for rubberized mixes compared to national data
• Rutting (Hamburg Wheel Test Track)
• Binder Content (Higher variability for ¾” compared to ½”)
• Developed California Test (CT) 389 to reduce rutting variability of test results
California Test (CT) Methods
• Leverage CTs to reduce sampling
and testing variability
• Currently using CTs for
• Sampling
• Sample reduction
• Crumb rubber modifier properties
• Hamburg wheel-track testing, etc.
Method Approach
Method Approach
• 80% Asphalt Binder and Asphalt Modifier / 20% CRM
• Asphalt Rubber Binder Design Profile
• Specified Production Constraints
• Mixing, and integration time
• Temperature limits
• Limits on heating time
How did Caltrans Implement?
Caltrans Implementation
• Crumb Rubber Usage Memo
• Guidance for use
• Exceptions require District Director approval
• Highway Design Manual
• Preferred surface course
Lessons Learned
• Increased test variability
• Reduced thickness for reflective cracking
• Rubber pavement is more resilient
• Compaction (Time/Temperature in the oven)
How did Caltrans Implement?
Research
• Caltrans has conducted several studies
• 1992 Heavy Vehicle Simulator (HVS)
• UCPRC Publications
• Pilot projects
How did Caltrans Implement?
Partnership with Industry
• Pavement and Materials Partnering
Committee (PMPC)
• Awesome research partner UCPRC
• Hamburg Working Group
• Emphasis on RHMA-G consideration
• CT 389 ILS demonstrated reduced
variability
• 10% RAP and RHMA-G Pilots
Thank you!

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Caltrans Perspective: Rubber Asphalt Pavement Worskhop

  • 1. Materials Engineering and Testing Services Asphalt Rubber State Perspective Tim Greutert State Materials Engineer
  • 2. 1) Caltrans Sustainability and Lead Climate Action 2) Asphalt Rubber Binder Management 3) How did Caltrans Implement? Outline Crumb Rubber Waste Tire
  • 3. Caltrans Goals OUTCOMES Mitigation Resilience Leadership Reduce greenhouse gas emissions from the transportation sector. Strengthen our capability to withstand and recover from the impacts from climate change. Demonstrate leadership in climate action. Caltrans Commitment to People and The Planet • Caltrans Strategic Plan integrates sustainability principles across all goals Goal: Lead Climate Action • Develop & Implement a Caltrans Climate Action Plan • Pilot New Materials and Practices w/Greenhouse Gas Reduction in mind and Recyling • Life Cycle Analysis – Performance & Sustainability
  • 4. > 51M Waste Tires Each Year Recycling Tires: Diverting Landfill Waste 28M Tires Recycled in 2021 • In 2021: • 28M Tires Recycled • ~38% of Asphalt Placed Contained Crumb Rubber (~1.28M Metric Tons) • CalRecycle Waste Tire Recycling Management Program California Challenge: Diverting and Managing Waste Tires 246M Total Tires Recycled
  • 5. Crumb Rubber Modifier (CRM) Manufacturing Tire Stockpile Grinding or Cryogenic Processing Reduced to a Particular Size Packaging Belts (Fiber/ Metal) Removed Removed Fibers Crumb Rubber Modifier (CRM) Mixing at Asphalt Blending Facility
  • 6. First California Tire Recycling Act SB-876 (Further Augmentation) Public Resource Code §42703 Legislative Mandates PRC § 42703 (e) & (f) The Department of Transportation and the board shall develop procedures for using crumb rubber. Only crumb rubber manufactured in the United States may be used. CalRecycle regulates and manages waste tires. 1989 2000 2006
  • 7. Benefits & Challenges Benefits Challenges • More Sustainable Pavement • Higher Durability • Less Pavement Noise • Improved Safety (Higher Surface Skid) • Improved Resistance to Fatigue and Reflective Cracking • Protecting the Environment • Asphalt Modified at the Plant • Recycling Tires • Compacting RHMA-G Specimen • Variable Design Parameters • Gyrations, Hold Time, Ram Pressure, Mix/Compact Temps • Drying the Samples • Higher Field Compaction Temps Compared to HMA
  • 8. Additional Challenges Sticky • Rubber does not melt when mixing with binder • Surface pores of the CRM absorb binder light ends • Rubber crumbs swells, become soft and stickier • Sticks to boots, tools, equipment, etc. Fumes • More aromatics with the rubber binder • Research on safety impact of rubber construction • 2001 CDC Report findings:* • No definitive indications that CRM exposures are more hazardous than conventional asphalt • Higher occurrence of eye, nose, and throat irritation in those exposed to CRM asphalt *Report: Crumb-Rubber Modified Asphalt Paving: Occupational Exposures and Acute Health Effects (HETA #2001-0536-2864) Asphalt Rubber Binder Neat/Virgin Binder
  • 9. Asphalt Rubber Binder Management Wet Process (Field Blend): • Added into the binder before mixing • Rubber swells and softens during mixing & handling Asphalt Rubber Binder Management Considerations: • Blending Process and Proportioning • Reaction Time • Monitoring rubber binder properties
  • 10. Two Hoppers Crum Rubber Source Requirements • 75% scrap tire crumb rubber / 25% high natural crumb rubber • Delivered in separate bags • Proportion and mix asphalt binder, asphalt modifier, and CRM to within their own ratio limits • Material Plant Quality Program (MPQP) verification
  • 11. Gap-Graded vs Open-Graded Mix Type 2022 Caltrans Specification Optimum Binder Content (OBC) Responsible Party Notes RHMA-G Section 39-2.03 Contractor • Contractor submits a Job Mix Formula • Asphalt rubber binder design profile • Materials and proportions • The asphalt rubber binder blending plant must be MPQP authorized • Caltrans performs JMF Verification RHMA-O Section 39-2.04 Caltrans • Contractor submits a JMF without specifying an asphalt binder content • Caltrans determines the OBC • JMF Prequalification Program (JMFPP)
  • 12. Independence Assurance (IA) Program • IA program certifies QC testers and labs testing asphalt rubber binder • Viscosity Test ASTM D7741 • At each reaction time in the asphalt rubber binder design profile • QC each lot before use • Daily for Acceptance
  • 13. Testing Variability Interlaboratory Studies (ILS) • ILS have shown high variability for rubberized mixes compared to national data • Rutting (Hamburg Wheel Test Track) • Binder Content (Higher variability for ¾” compared to ½”) • Developed California Test (CT) 389 to reduce rutting variability of test results California Test (CT) Methods • Leverage CTs to reduce sampling and testing variability • Currently using CTs for • Sampling • Sample reduction • Crumb rubber modifier properties • Hamburg wheel-track testing, etc.
  • 14. Method Approach Method Approach • 80% Asphalt Binder and Asphalt Modifier / 20% CRM • Asphalt Rubber Binder Design Profile • Specified Production Constraints • Mixing, and integration time • Temperature limits • Limits on heating time
  • 15. How did Caltrans Implement? Caltrans Implementation • Crumb Rubber Usage Memo • Guidance for use • Exceptions require District Director approval • Highway Design Manual • Preferred surface course Lessons Learned • Increased test variability • Reduced thickness for reflective cracking • Rubber pavement is more resilient • Compaction (Time/Temperature in the oven)
  • 16. How did Caltrans Implement? Research • Caltrans has conducted several studies • 1992 Heavy Vehicle Simulator (HVS) • UCPRC Publications • Pilot projects
  • 17. How did Caltrans Implement? Partnership with Industry • Pavement and Materials Partnering Committee (PMPC) • Awesome research partner UCPRC • Hamburg Working Group • Emphasis on RHMA-G consideration • CT 389 ILS demonstrated reduced variability • 10% RAP and RHMA-G Pilots