1. Rick Kreider KDOT, Bureau Chief of Research 2014 KAPA Fall Forum National Research Update

2. TRB Website TRID RIP KDOT’s Research The Way Out There Future… Today’s Topics are:

3. AASHTO Website:

4. TRB TRID Website:

7. TRID Website: The Facts… 420 TRIDs January 2014 to July 2014 “asphalt”, minus a few… 18 categories: Binder, Cracks, Design, durability, Fibers, HIR/CIR/FDR, Joints, LCCA, MISC, OGFC/PFC/SMA, RAP/RAS, recycling, Seal, Smoothness, Sustainability, tack, testing

8. TRID: The Breakdown

9. TRB’s RIP Website:

11. TRB’s Website:

12. 248 RIPs January 2009 to July 2014 “asphalt”, minus a few… 18 categories: Binder, Cracks, Design, durability, Fibers, HIR/CIR/FDR, Joints, LCCA, MISC, OGFC/PFC/SMA, RAP/RAS, recycling, Seal, Smoothness, Sustainability, tack, testing RIP Website: The Facts…

13. TRID: The Breakdown again…

14. RIP: The Breakdown

15. RAP /RASDesigntestingWMABinderTotals 2014210014 201310634427 2012139156851 20115768329 20107968838 20092566322

16. RIP (2012): The Breakdown Fatigue Performance of Asphalt Pavements Containing RAS and RAP Phase 2: Research the Feasibility of Utilizing Recycled Asphalt Pavement (RAP) in Portland Cement Concrete Pavement (PCCP) Perform an Investigation of the Effects of Increased Reclaimed Asphalt Pavement (RAP) Levels in Dense Graded Friction Courses

17. RIP: The Breakdown Performance Studies and Future Directions for Mixes Containing RAP and RAS Investigation of Binder Aging and Mixture Performance for In-Service Recycled Asphalt Pavement (RAP) Mixtures High Reclaimed Asphalt in HMA

18. RIP: The Breakdown Performance Evaluation of Asphalt Pavement Mixes in Idaho Containing High Percentages for Recycled Asphalt Pavement (RAP) Recycled Construction Waste for Mutual Beneficial Use Performance Evaluation of Superpave Surface Recycling (SR) Mixtures Containing Reclaimed/Recycled Asphalt Pavement (RAP) from Surface Recycling

19. RIP: The Breakdown Minimum Virgin Binder Limits in Recycled Superpaves (SR) Mixes in Kansas Performance Based Selection of RAP-RAS in Asphalt Mixtures Validation of the Maximum Allowable Amounts of Recycled Binder, RAP & RAS Using Accelerated Pavement Testing Durable Superpave (SM and SR) Mixes in Kansas

20. RIP: The $$ Breakdown

21. RIP: The Breakdown

22. RIP: Top 6 most expensive $2.33M -Implementation of the Asphalt Mixture Performance Tester (AMPT) for Superpave Validation [FHWA ‘10] $4.68M -PoroElastic Road Surface: PERSUADE [FEHRL {Europe} ‘09]

23. 2.33M –SPF [Due 1/2015]

24. 4.68M –Europe [Due 9/2015]

25. RIP: Top 6 most expensive $4.78M -Development of Graduate Level Course on Sustainable Asphalt Pavements [STRIDE {SE US} ‘12] $9.05M -Aggregate Absorption in HMA Mixtures [MissDOT ‘12]

26. 4.78M –GLC [FL][Done 2013]

27. 9.05M –Agg Abs [Done 2013]

28. RIP: Top 2 most expensive $11.62M -Accelerated Performance Testing on the 2012 NCAT Pavement Test Track [FHWA ‘12] $30.43M -Field Control and Performance of Asphalt Mix Containing Greater than 25% Reclaimed Asphalt Pavement [AlDOT ‘09]

29. 11.62M –NCAT [Done 2012]

30. 30.43M – High RAP [Done 6/14]

31. Top 6 $ Research Funds:

32. Who is NCAT?????

34. Topeka: Avg Jan – 36/16 Avg July – 90/68 Montgomery: Avg Jan – 57/36 Avg July – 92/72

35. Snow Facts (1872-2012) On a side note, reports indicate that unofficially eleven inches of snow occurred in early December, 1886, long before records were available for the Montgomery Airport. Since 1900 there have been 9 days on which one inch or more of snow was officially measured in Montgomery. This equates to roughly once every 12.6 years... During this same period there have been 11 times when measureable snow occurred (that is, greater than a trace), which equates to once every 10.4 years. Montgomery, AL

36. TRID: The Breakdown again 2

37. RIP: The Breakdown again…

38. KDOT Research

39. The Way Out There Future

40. The Future: Drones?

41. The Future: Quantum Computing 10/10/2014 MIT Internet Site Bell Labs: “One of the crystals on which Bill Willett says he has detected topological qubits.” Supercomputers will become dinosaurs! Microsoft is positioned to be one of the first to create the quantum computer.

42. The Future: Graphene 10/23/2014 Forbes Internet Site A team from Graphene 3D Lab, based in Calverton, New York, has spent more than five years designing a material which can be fashioned into a battery of any shape or size using a 3D printer. Although the patent-pending technology is only in prototype form, the batteries can already produce the same amount of power as a common AA battery. Often described as a “miracle material”, graphene is a single layer of carbon atoms arranged in a hexagonal lattice. It is 200 times stronger than steel and conducts electricity 30 times faster than silicon…

43. The End…

45. KDOT Research K-TRAN NumberTitle Printed Final Report FHWA-KS-99-7 Accelerated Testing for Studying Pavement Design and Performance (FY 99) 07/01/00 KS-00-2 Evaluation of the Superpave Gyratory Compactor (SGC) for Low Volume Roads 09/01/00 FHWA-KS-01-1 Asphalt Rubber: A Summary of the Use of Crumb Rubber in Hot Mixes: KS Exp 90-00 10/31/01

46. KDOT Research KS-01-3 Mechanistic Evaluation of Superpave Level 1 Mixtures 10/01/01 FHWA-KS-02-2 Modification of Asphalt Binder with Acid. Advantages and Disadvantages 02/03/03 FHWA-KS-02-7 Accelerated Testing for Studying Pavement Design and Performance (FY 2001)

47. KDOT Research FHWA-KS-03-2 Full Depth Bituminous Recycling of I-70, Thomas County, Kansas 02/04/04 FHWA-KS-03-3 Lime Slurry in Cold Inplace Recycled Bituminous Pavement FHWA-KS-03-8 Accelerated Testing for Studying Pavement Design and Performance (FY 02) Performance of Foamed Asphalt Stabilized Base in Full- Depth Reclaimed Asphalt Pavement 9/16/04

48. KDOT Research KS-07-7 Partial Report on the use of Particle Composite Theory to Model Concrete Asphalt Mixes Interim Report 01/31/08 FHWA-KS-07-12 Rejuvenating Agent Rate for 1-Inch Surface Recycle on K-9 near Wetmore 03/18/08 FHWA-KS-07-13 Investigation of 2-Inch Surface Recycle Process in Kansas on US-59 South of Nortonville 03/18/08 FHWA-KS-08-2 Evaluation of Joint Sealant Materials, US-36, Doniphan County, Kansas 06/12/09

49. KDOT Research KS-08-4 Determination of the Appropriate Use of Pavement Surface History in the KDOT Life Cycle Cost Analysis Process 10/31/2008 FHWA-KS-08-5Control of Pavement Smoothness in Kansas7/1/2009 FHWA-KS-08-8 ACCELERATED TESTING FOR STUDYING PAVEMENT DESIGN AND PERFORMANCE (FY 2004) Thin Bonded Rigid Overlay on PCCP and HMA (CISL Experiment No. 13) 2/18/2009

50. KDOT Research KU-98-5 Effects of Aggregate Angularity on VMA, Rutting & Stripping of KDOT Superpave Level 1 Mixes KU-99-3 Evaluation of Anti-Stripping Agents Using the Asphalt Pavement Analyzer KU-00-1 Evaluation of Rutting Potential of Superpave Mixtures Using the APA KU-00-8 Evaluation of Modern Compaction Equipment & Visual QC/QA Procedures for Compaction Monitoring

51. KDOT Research KU-01-3 Evaluation of Test Methods for Stiffness Properties of HMA KU-09-2 Laboratory Evaluation of Characteristics of Recycled Asphalt Pavement in Kansas 10/7/2011 KSU-96-8Asphalt Pavement06/06/01 KSU-97-6Estimation of Asphalt Pavement Life

52. KDOT Research KSU-98-2 Pilot Instrumentation of the Superpave Test Section at the KS Accelerated Testing Laboratory 09/25/03 KSU-98-4 A Study of Asphalt Pavement Longitudinal Joints to Reduce Associated Pavement Distresses 04/15/04 KSU-00-2Permeability of Superpave Asphalt Mixtures01/07/05 KSU-02-5 Roughness Progression on KDOT Asphalt Pavements 07/18/07 KSU-04-4P2 Implementation of the 2002 AASHTO Design Guide for Pavement Structures in KDOT Part 2: Asphalt Concrete Pavements 06/29/09

53. KDOT Research KSU-05-1 Field Verification of KDOT's Superpave Mixture Properties to be Used as Inputs in the NCHRP Mechanistic-Empirical Design Guide 01/21/09 KSU/KU-07-5P1 Development of a Rapid Test to Determine Moisture Sensitivity of Hot Mix Asphalt (Superpave) Mixtures KU REPORT 02/22/10 KSU/KU-07-5P2 Development of a Rapid Test to Determine Moisture Sensitivity of Hot Mix Asphalt (Superpave) Mixtures - Extended Study 12/17/10

54. KDOT Research KSU-08-4 Investigation of 4.75 MM Nominal Maximum Aggregate Size Superpave Mix in Kansas 03/29/11 KSU-09-7P1 and KSU-09-7P2 Review of Data in Construction Management System (CMS) and Quality Control and Quality Assurance (QC/QA) Databases to Improve Current Specifications for Superpave and Concrete Pavements in Kansas Part 1: Final Report and Part 2: Laboratory Study 09/26/12