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Dragos Andrei, Ph.D., P.E., M.ASCE
Virginia Pavement Recycling Conference
November 2012
   Database of pavement sections
     Location, geometry, surface, rank, etc.
   Pavement condition over time
     Construction date or last major rehab
     Pavement Condition at different moments in time
      ▪ Pavement Condition Index (PCI)
      ▪ International Roughness Index (IRI)
      ▪ Other
VERY GOOD
                                               GOOD
Pavement Condition Index (PCI)




                                 FAIR


                                 POOR




                                 VERY POOR



                                              Time/Traffic
   Annual Budget
   M&R Decision Tress
     What M&R strategies are available?
     When should a certain strategy be used?
     What is the cost of each strategy?
     What is the EFFECT of each strategy on pavement
     performance?
VERY GOOD




                                                                       M&R Immediate Effect
                                                            GOOD
Pavement Condition Index (PCI)




                                 FAIR                                                                   M&R Effect


                                 POOR                                                         Life Extension
                                         Original Service Life                                 due to M&R



                                 VERY POOR                            Do Nothing
                                                                        Curve


                                                            Time/Traffic
VERY GOOD
                                             Surface
                                                          GOOD
Pavement Condition Index (PCI)




                                              Seal
                                                        Thin
                                 FAIR
                                                       Overlay

                                                                  Thick
                                 POOR
                                                                 Overlay




                                 VERY POOR                                 Reconstruction




                                                         Time/Traffic
   We have no experience with it …
     Learn from the many agencies that used it with
      success
     Significant progress has been made in the last few
      years both at national and international level
   We tried once and had a bad experience …
     Equipment and technologies have evolved, use the
      “RIGHT” approach:
      ▪   RIGHT   STRATEGY
      ▪   RIGHT   PAVEMENT
      ▪   RIGHT   TIME
      ▪   RIGHT   ________?
   Does it qualify for federal funding?
     Yes, federal funds can be used for recycling
     programs including full depth reclamation (MAP-
     21 Section 1304)
   Why recycle?
     Think about future generations
     Makes economic sense
     Makes engineering sense
   Pavement
    Recycling     •Milling
    and           •Micro Milling

                       •Surface Recycling (Resurfacing)
    Reclaiming         •Remixing
    Strategies:        •Repaving

                       •Cold In-Place Recycling (CIR)
                       •Cold Central Plant Recycling (CCPR)

                  •Pulverization
                  •Mechanical Stabilization
                  •Bituminous Stabilization
                  •Chemical Stabilization
VERY GOOD
                                                     Hot       GOOD
Pavement Condition Index (PCI)




                                                   In-Place
                                 FAIR             Recycling
                                         Cold
                                        Planing                  Cold
                                 POOR                          Recycling



                                                                            Full Depth
                                                                           Reclamation
                                 VERY POOR



                                                        Time/Traffic
   PCI range and other agency-specific decision
    criteria
   Cost of materials, transport, construction
   Effect: i.e. life extension and anticipated
    maintenance costs
   Impact: green house gas emissions
    (GHG), energy consumption, duration of
    traffic closures, amount of waste, etc.
   Challenges:
     Material costs vary over time and with project
      location
     Different construction equipment/technology will
      have different “carbon footprint” and will continue to
      change with time
     It is impractical to take measurements on each project
   Simplified Approach:
     Look at the qualitative difference between materials,
      M&R technologies and the expected life extension.
M&R Strategy           Typical PCI Range   Relative Cost   Life Extension “Green”
                                                               (Years)    Rating
Surface Seal           Good                $-$$                 3-5       🍁      🍁   🍁
                                                                         +
HIR                    Good to Fair        $$$                  5            🍁   🍁 +
HIR + Seal             Good to Fair        $$$$                  7           🍁   🍁
HIR + Thin Overlay     Fair                $$$$$                10           🍁 +
Thin Overlay           Fair                $$$                   7       -
Mill + Thin Overlay    Fair                $$$$                 10       -
CIR + Seal             Fair                $$$                   7           🍁   🍁   🍁
CIR + Thin Overlay     Fair to Poor        $$$$$                12           🍁   🍁 +
CIR + Thick Overlay    Poor                $$$$$$               15           🍁   🍁
Thick Overlay          Poor                $$$$$                12       -
Mill + Thick Overlay   Poor                $$$$$$              12-15     -
M&R Strategy          Typical PCI Range   Relative Cost   Life Extension “Green”
                                                              (Years)    Rating
FDR + Seal            Poor                $$$$$$              12-15         🍁   🍁
FDR + Thin Overlay    Poor to Very Poor   $$$$$$$              18           🍁 +
FDR + Thick Overlay   Poor to Very Poor   $$$$$$$$            20+           🍁
Reconstruction        Very Poor           $$$$$$$$$$          20+       -

      Notes:
        Subjective relative ratings based on engineering
         judgment and experience
        Use as a starting point in selecting M&R strategies
   Include R&R in your pavement management
    decision trees
   Periodically update your PMS database to
    fine tune the information specific to each
    M&R strategy: cost, life extension, “green”
    benefits
   Require that pavement rehabilitation
    recommendations include sustainable
    alternatives such as HIR, CIR, CCPR, FDR,
    High-RAP, Warm Mix, etc.
Recycled
    Export
                      In-Place
    Waste


Import                   Import
Virgin                  Recyclable


             Export
                                     RAP,
         Recyclable                  RAS, Rub
                                     ber, RCA
HMA

          HMA Warm
            Mix

Energy,     FDR
GHG
            HIR




            CIR
AVOID          FAIR
       • Short Life   • Long Life
       • High Cost    • High Cost

Cost

       Short-Term     BETTER        BEST
       Solution       • Long Life   • Long Life
       • Short Life   • Low Cost    • Low Cost
       • Low Cost                   • Life Cycle
                                      Analysis


                          Life
Dragos Andrei, Ph.D., P.E., M.ASCE
Associate Professor, Civil Engineering
Technical Director, Pavement Recycling and Reclaiming Center
CAL POLY POMONA
dandrei@prrcenter.org
                             www.PRRCenter.org

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Recycling Strategies in Pavement Management

  • 1. Dragos Andrei, Ph.D., P.E., M.ASCE Virginia Pavement Recycling Conference November 2012
  • 2. Database of pavement sections  Location, geometry, surface, rank, etc.  Pavement condition over time  Construction date or last major rehab  Pavement Condition at different moments in time ▪ Pavement Condition Index (PCI) ▪ International Roughness Index (IRI) ▪ Other
  • 3. VERY GOOD GOOD Pavement Condition Index (PCI) FAIR POOR VERY POOR Time/Traffic
  • 4. Annual Budget  M&R Decision Tress  What M&R strategies are available?  When should a certain strategy be used?  What is the cost of each strategy?  What is the EFFECT of each strategy on pavement performance?
  • 5. VERY GOOD M&R Immediate Effect GOOD Pavement Condition Index (PCI) FAIR M&R Effect POOR Life Extension Original Service Life due to M&R VERY POOR Do Nothing Curve Time/Traffic
  • 6. VERY GOOD Surface GOOD Pavement Condition Index (PCI) Seal Thin FAIR Overlay Thick POOR Overlay VERY POOR Reconstruction Time/Traffic
  • 7. We have no experience with it …  Learn from the many agencies that used it with success  Significant progress has been made in the last few years both at national and international level  We tried once and had a bad experience …  Equipment and technologies have evolved, use the “RIGHT” approach: ▪ RIGHT STRATEGY ▪ RIGHT PAVEMENT ▪ RIGHT TIME ▪ RIGHT ________?
  • 8. Does it qualify for federal funding?  Yes, federal funds can be used for recycling programs including full depth reclamation (MAP- 21 Section 1304)  Why recycle?  Think about future generations  Makes economic sense  Makes engineering sense
  • 9. Pavement Recycling •Milling and •Micro Milling •Surface Recycling (Resurfacing) Reclaiming •Remixing Strategies: •Repaving •Cold In-Place Recycling (CIR) •Cold Central Plant Recycling (CCPR) •Pulverization •Mechanical Stabilization •Bituminous Stabilization •Chemical Stabilization
  • 10.
  • 11.
  • 12.
  • 13.
  • 14.
  • 15. VERY GOOD Hot GOOD Pavement Condition Index (PCI) In-Place FAIR Recycling Cold Planing Cold POOR Recycling Full Depth Reclamation VERY POOR Time/Traffic
  • 16. PCI range and other agency-specific decision criteria  Cost of materials, transport, construction  Effect: i.e. life extension and anticipated maintenance costs  Impact: green house gas emissions (GHG), energy consumption, duration of traffic closures, amount of waste, etc.
  • 17. Challenges:  Material costs vary over time and with project location  Different construction equipment/technology will have different “carbon footprint” and will continue to change with time  It is impractical to take measurements on each project  Simplified Approach:  Look at the qualitative difference between materials, M&R technologies and the expected life extension.
  • 18. M&R Strategy Typical PCI Range Relative Cost Life Extension “Green” (Years) Rating Surface Seal Good $-$$ 3-5 🍁 🍁 🍁 + HIR Good to Fair $$$ 5 🍁 🍁 + HIR + Seal Good to Fair $$$$ 7 🍁 🍁 HIR + Thin Overlay Fair $$$$$ 10 🍁 + Thin Overlay Fair $$$ 7 - Mill + Thin Overlay Fair $$$$ 10 - CIR + Seal Fair $$$ 7 🍁 🍁 🍁 CIR + Thin Overlay Fair to Poor $$$$$ 12 🍁 🍁 + CIR + Thick Overlay Poor $$$$$$ 15 🍁 🍁 Thick Overlay Poor $$$$$ 12 - Mill + Thick Overlay Poor $$$$$$ 12-15 -
  • 19. M&R Strategy Typical PCI Range Relative Cost Life Extension “Green” (Years) Rating FDR + Seal Poor $$$$$$ 12-15 🍁 🍁 FDR + Thin Overlay Poor to Very Poor $$$$$$$ 18 🍁 + FDR + Thick Overlay Poor to Very Poor $$$$$$$$ 20+ 🍁 Reconstruction Very Poor $$$$$$$$$$ 20+ -  Notes:  Subjective relative ratings based on engineering judgment and experience  Use as a starting point in selecting M&R strategies
  • 20. Include R&R in your pavement management decision trees  Periodically update your PMS database to fine tune the information specific to each M&R strategy: cost, life extension, “green” benefits  Require that pavement rehabilitation recommendations include sustainable alternatives such as HIR, CIR, CCPR, FDR, High-RAP, Warm Mix, etc.
  • 21. Recycled Export In-Place Waste Import Import Virgin Recyclable Export RAP, Recyclable RAS, Rub ber, RCA
  • 22. HMA HMA Warm Mix Energy, FDR GHG HIR CIR
  • 23. AVOID FAIR • Short Life • Long Life • High Cost • High Cost Cost Short-Term BETTER BEST Solution • Long Life • Long Life • Short Life • Low Cost • Low Cost • Low Cost • Life Cycle Analysis Life
  • 24. Dragos Andrei, Ph.D., P.E., M.ASCE Associate Professor, Civil Engineering Technical Director, Pavement Recycling and Reclaiming Center CAL POLY POMONA dandrei@prrcenter.org www.PRRCenter.org