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2012 NCAT Pavement Test Track

2012 NCAT Pavement Test Track. Experiment Design and Construction Update. Accelerated Pavement Damage. Foamed WMA Rutting Performance. 3 rd Summer. 2 nd Summer. 1 st Summer. High RAP Reflective Cracking. 2012 Track Research Cycle. Traditional stand alones Traffic continuation

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2012 NCAT Pavement Test Track

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  1. 2012 NCAT Pavement Test Track • Experiment Design and Construction Update

  2. Accelerated Pavement Damage 2

  3. Foamed WMA Rutting Performance 3rd Summer 2nd Summer 1st Summer 3

  4. High RAP Reflective Cracking 4

  5. 2012 Track Research Cycle • Traditional stand alones • Traffic continuation • Mill/Inlay • Structural Sections • Green Group (GG) • Preservation Group (PG) • Safety Edge implementation (FHWA) 5

  6. Public-Private Partnership Washington Vermont Minnesota North Dakota Montana New York Maine Wisconsin Michegan Oregon South Dakota Idaho Michegan (upper penisula) New Hampshire Pennsylvania Wyoming Massachutes Delaware Iowa Ohio Maryland Rhode Islad Nebraska Connecticut Illinois Nevada New Jersey • FHWA Utah Colorado Kentucky Kansas North Carolina Missouri West Virginia Indiana Tennessee California Virginia • Private Sector Sponsors • Cargill Deicing Technology • FP2 • Kraton Polymers • Modified Asphalt Solutions • Oldcastle Materials • Polycon Manufacturing • Shell Sulfur Solutions • Trinidad Lake Asphalt South Carolina Oklahoma Arkansas Alabama (DOT & DEM) New Mexico Arizona Mississippi Georgia Texas Louisiana Florida Confirmed for 2012, Possible for 2012,Pre-2012

  7. 2012 Sponsor Projection6/18/2012

  8. Cold Central Plant Recycling (CCPR) • 3 of 5 Track sections sponsored by VDOT • 5” foamed recycle on top of 6” base vs 8” FDR • Virginia RAP run through central mix plant • 2” versus 4” new plant mix overlay on base • 4” new plant mix overlay on 8” FDR • Desire to include recycle in PG study 8

  9. 2012 Preservation Group (PG) Study • Quantify life cycle benefit of study treatments • Time/traffic to return to pretreatment condition(s) • Life extension effect on underlying pavement • Sampling/testing for construction quality 9

  10. 2012 Preservation Group (PG) Study • Traffic continuation on 2009 GE+ test sections • Stop traffic when “trigger” distress(es) reached • Trigger may be cracking or roughness increase • Apply consensus treatments to GE+ sections • Duplicate / expand study in off-Track research 10

  11. 2012 NCAT Pavement Test Track 11

  12. 2012 Preservation Group (PG) Study 12

  13. Fatigue Expectations @ Measured Strains 10 million ESAL strain cycles 13

  14. PG Sections on Lee Road 159 Martin Marietta Quarry EAP’s Auburn Plant Lee Road 159 14

  15. 2012 Preservation Group (PG) Study • Fog seals (with and without rejuvenators) • Crack seals (routing/filling, hot air lance, go-type) • Chip seals (single, double, triple, scrub, FiberMat) • Cape seals (on chip/scrub seals, FiberMat) • Micro surfacing (single, double, Capes) • Plant mix overlays (with and without milling) 15

  16. Recommendation for Lee Road 159 16

  17. Recommendation for Lee Road 159 17

  18. Recommendation for Lee Road 159 18

  19. Lee Road 159 Implementable Findings 19

  20. Lee Road 159 Implementable Findings 20

  21. Lee Road 159 Implementable Findings 21

  22. Lee Road 159 Implementable Findings 22

  23. Lee Road 159 Implementable Finding 23

  24. www.pavetrack.com 24

  25. www.pooledfund.org/Details/Solicitation/1325 Dr. R. Buzz Powell, PE Assistant Director & Test Track Manager 277 Technology Parkway Auburn, AL 36830 Phone: (334) 844-6857 Cell: (334) 750-6293 Email: buzz@auburn.edu Web: www.pavetrack.com Twitter: www.twitter.com/pavetrack 25

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