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NCHRP 40-13 Recycling and Reclamation of Asphalt Pavements Using - PowerPoint PPT Presentation

NCHRP 40-13 Recycling and Reclamation of Asphalt Pavements Using In-Place Methods 2/4/2010 Kansas 1 Key Issues Extent of annual program Project selection criteria Materials Liquids and stabilizers Design methods


  1. NCHRP 40-13 Recycling and Reclamation of Asphalt Pavements Using In-Place Methods 2/4/2010 Kansas 1

  2. Key Issues  Extent of annual program  Project selection criteria  Materials ◦ Liquids and stabilizers ◦ Design methods ◦ Processing methods and equipment ◦ QA/QC ◦ Wearing course  Barriers  Environmental benefits 2/4/2010 Kansas 2

  3. In-Place Methods Considered  Hot In-Place (HIR)  Cold In-Place (CIR)  Full Depth Reclamation (FDR)  Why one instead of the other?  Case studies  Gaps in knowledge and research  Structural coefficients? 2/4/2010 Kansas 3

  4. This Presentation  Extent of Annual Program  Project Selection Criteria  Wear Courses  Specifications 2/4/2010 Kansas 4

  5. Years of Experience 100 State Agency Contractor 75 Responses, % FDR HIR CIR 50 25 0 Years 2/4/2010 Kansas 5

  6. Annual Lane Miles 100 State Agency Contractor 75 Responses, % CIR HIR FDR 50 25 0 Lane Miles 2/4/2010 Kansas 6

  7. Project Selection Criteria Survey Results Traffic level Roadway Geometry Climate Region 2/4/2010 Kansas 7

  8. Traffic Levels for Recycling Method HIR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 8

  9. Traffic Levels for Recycling Method CIR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 9

  10. Traffic Levels for Recycling Method FDR 100 State Agency Contractor 75 Responses, % 50 25 0 <5K 5K-10K 10K-20K 20K-30K > 30K AADT 2/4/2010 Kansas 10

  11. Geometry HIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 11

  12. Geometry CIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 12

  13. Geometry FDR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 13

  14. Climate HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 14

  15. Climate CIR 100 State Agency Contractor 75 Responses, % 54 50 50 41 40 40 38 27 25 14 0 0 0 2/4/2010 Kansas 15

  16. Climate FDR 100 75 Responses, % 50 25 0 2/4/2010 Kansas 16

  17. Wear Courses 2/4/2010 Kansas 17

  18. Surface HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 18

  19. Surface CIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 19

  20. Surface FDR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 20

  21. Specifications 2/4/2010 Kansas 21

  22. Specifications HIR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 22

  23. Specifications CIR 100 State Agency Contractor 75 Responses, % 50 25 0 2/4/2010 Kansas 23

  24. Specifications FDR 100 State Agency Contractor Responses, % 75 50 25 0 2/4/2010 Kansas 24

  25. Preliminary Observations  Experience ◦ CIR and FDR increasingly used ◦ Contractors have more experience with CIR, FDR than agencies  Annual lane miles ◦ Agencies < 50 lane miles per year per type ◦ Contractors > 50 lane miles for CIR and FDR 2/4/2010 Kansas 25

  26. Preliminary Observations Project Selection ◦ Traffic  Contractors more likely to use CIR and FDR on higher AADT ◦ Climate  Cold/wet or hot/wet climates  Needs further consideration for HIR and CIR  FDR OK ◦ Geometry  Minor lane widening, tight turns  Mountainous terrain with grades  CIR, FDR 2/4/2010 Kansas 26

  27. Preliminary Observations  Wear Courses ◦ Overlays preferred by agencies/contractors for  HIR, CIR, FDR ◦ Contractors more likely to use other options for CIR and FDR  Fog and chip seal for FDR  Specifications ◦ Agencies mostly method specs ◦ Contractors wider range of experience 2/4/2010 Kansas 27

  28. Questions ?????? 2/4/2010 Kansas 28

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