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David Jones, PhD
University of California Pavement Research Center
COLD RECYCLING OF ASPHALT PAVEMENTS:
RESEARCH TO SUPPORT IMPLEMENTATION
CalAPA Spring Asphalt Pavement Conference
Ontario CA, March 7 - 8, 2024
Outline
▪ Introduction
▪ Research Roadmap
▪ Focus areas
▪ Challenges
Research Roadmap
▪ Vision:
 Recycle first
▪ Phased approach to support
implementation of CR in California
 Phase 1: FDR-FA
 Phase 2: FDR (including APT)
 Phase 3: PDR and CCPR (including APT)
 Phase 4: Gaps in the knowledge limiting
implementation
Focus Areas
▪ Guidance
 CR guideline regularly updated
 Site investigation guide
▪ Pavement design (CalME)
 Laboratory, APT, and long-term
performance data used to update/
improve models
▪ Mix design and QC/QA tests
 Standardized CR mix design procedures
in CT format
▪ Specification language
 Data-supported standardization in
Section 30
Recently Completed Research
▪ Mix design
 Questioned everything
 Standardized mix design and QC/QA tests
 CCPR stockpiling
▪ Pilot studies
 Supplemental fines
 Recycling train comparisons
 Emulsified and foamed asphalt comparisons
 Cold central plant recycling
▪ Pavement design
 Updated mechanistic models for CR materials
 Inverted pavements for high traffic road rehab
▪ QC/QA procedures
 Rapid in situ test to assess raveling and shear
properties (for AASHTO)
Challenges
▪ Nature of cold recycling
 Variability of materials and pavement structures
 Design and construction
Challenges
▪ Fitting CR into agency "remove
and replace" decision processes/
policies and funding buckets
 CR currently cannot be used
effectively (cost and sustainability) in
this approach
Some Example Differences
▪ Remove and replace
layer(s)
▪ Mostly new materials
▪ Large increase in cost and
complexity with depth
▪ Project duration increases
with depth
▪ Construction traffic
increases with depth
▪ Often a holding action
▪ Recycle to bottom of
distress
▪ Mostly in-place materials
▪ Cost limited to recycling
agent
▪ Same project duration
▪ Construction traffic limited
to recycle agent + new AC
▪ "New" road
Summary
▪ Cold recycling (PDR, FDR, CCPR) is a
proven strategy, with hundreds of
publications, but limited national
implementation
 We have all the ingredients, but no cake
 Many reasons
▪ Research needs to move beyond
proving how good CR is to helping
agencies implement it effectively
▪ There is a recycling strategy for most
pavement problems
Thank-you!
djjones@ucdavis.edu
www.ucprc.ucdavis.edu

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UCPRC perspective on the use of in-place asphalt recycling technologies

  • 1. David Jones, PhD University of California Pavement Research Center COLD RECYCLING OF ASPHALT PAVEMENTS: RESEARCH TO SUPPORT IMPLEMENTATION CalAPA Spring Asphalt Pavement Conference Ontario CA, March 7 - 8, 2024
  • 2. Outline ▪ Introduction ▪ Research Roadmap ▪ Focus areas ▪ Challenges
  • 3. Research Roadmap ▪ Vision:  Recycle first ▪ Phased approach to support implementation of CR in California  Phase 1: FDR-FA  Phase 2: FDR (including APT)  Phase 3: PDR and CCPR (including APT)  Phase 4: Gaps in the knowledge limiting implementation
  • 4. Focus Areas ▪ Guidance  CR guideline regularly updated  Site investigation guide ▪ Pavement design (CalME)  Laboratory, APT, and long-term performance data used to update/ improve models ▪ Mix design and QC/QA tests  Standardized CR mix design procedures in CT format ▪ Specification language  Data-supported standardization in Section 30
  • 5. Recently Completed Research ▪ Mix design  Questioned everything  Standardized mix design and QC/QA tests  CCPR stockpiling ▪ Pilot studies  Supplemental fines  Recycling train comparisons  Emulsified and foamed asphalt comparisons  Cold central plant recycling ▪ Pavement design  Updated mechanistic models for CR materials  Inverted pavements for high traffic road rehab ▪ QC/QA procedures  Rapid in situ test to assess raveling and shear properties (for AASHTO)
  • 6. Challenges ▪ Nature of cold recycling  Variability of materials and pavement structures  Design and construction
  • 7. Challenges ▪ Fitting CR into agency "remove and replace" decision processes/ policies and funding buckets  CR currently cannot be used effectively (cost and sustainability) in this approach
  • 8. Some Example Differences ▪ Remove and replace layer(s) ▪ Mostly new materials ▪ Large increase in cost and complexity with depth ▪ Project duration increases with depth ▪ Construction traffic increases with depth ▪ Often a holding action ▪ Recycle to bottom of distress ▪ Mostly in-place materials ▪ Cost limited to recycling agent ▪ Same project duration ▪ Construction traffic limited to recycle agent + new AC ▪ "New" road
  • 9. Summary ▪ Cold recycling (PDR, FDR, CCPR) is a proven strategy, with hundreds of publications, but limited national implementation  We have all the ingredients, but no cake  Many reasons ▪ Research needs to move beyond proving how good CR is to helping agencies implement it effectively ▪ There is a recycling strategy for most pavement problems