rick kreider kdot, bureau chief of research 2014 kapa fall forum national research update
TRANSCRIPT
![Page 1: Rick Kreider KDOT, Bureau Chief of Research 2014 KAPA Fall Forum National Research Update](https://reader033.vdocuments.site/reader033/viewer/2022061521/56649d745503460f94a54857/html5/thumbnails/1.jpg)
Rick Kreider
KDOT, Bureau Chief of Research
2014 KAPA Fall ForumNational Research Update
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• TRB Website• TRID• RIP• KDOT’s Research• The Way Out There
Future…
Today’s Topics are:
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AASHTO Website:
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TRB TRID Website:
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TRB TRID Website:
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TRB TRID Website:
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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
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TRID: The BreakdownD
esig
n
Bin
der
WM
A
Sm
ooth
ness
HIR
/CIR
/FD
R
MIS
C
LC
CA
Sea
l
tack
0
20
40
60
80
100
TRID Database 01/14 to 07/14
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TRB’s RIP Website:
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TRB’s RIP Website:
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TRB’s Website:
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• 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…
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TRID: The Breakdown again…D
esig
n
Bin
der
WM
A
Sm
ooth
ness
HIR
/CIR
/FD
R
MIS
C
LC
CA
Sea
l
tack
0
20
40
60
80
100
TRID Database 01/14 to 07/14
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RIP: The Breakdown
RAP/RAS
testin
g
Binder
Cracks
MIS
C
recyc
ling
tack
Fibers
Seal
05
10152025303540
RIP Database 07/09 to 07/14
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RIP: The Breakdown
RAP/RAS
Design
testing WMA
Binder Totals
2014 2 1 0 0 1 4
2013 10 6 3 4 4 27
2012 13 9 15 6 8 51
2011 5 7 6 8 3 29
2010 7 9 6 8 8 38
2009 2 5 6 6 3 22
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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
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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
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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
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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
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RIP: The $$ Breakdown
1 16 31 46 61 76 91 106121136151166181196211 -
500,000.00 1,000,000.00 1,500,000.00 2,000,000.00 2,500,000.00 3,000,000.00 3,500,000.00 4,000,000.00 4,500,000.00 5,000,000.00
RIP Dollar Submittals
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RIP: The Breakdown
30,
000.
00
90,
000.
00
150
,000
.00
210
,000
.00
270
,000
.00
330
,000
.00
390
,000
.00
450
,000
.00
510
,000
.00
05
101520253035
RIP Dollar Submittals
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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]
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2.33M –SPF [Due 1/2015]
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4.68M –Europe [Due 9/2015]
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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]
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4.78M –GLC [FL][Done 2013]
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9.05M –Agg Abs [Done 2013]
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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]
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11.62M –NCAT [Done 2012]
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30.43M – High RAP [Done 6/14]
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Top 6 $ Research Funds:
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Who is NCAT?????
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Topeka: Avg Jan – 36/16 Avg July – 90/68
Montgomery: Avg Jan – 57/36 Avg July – 92/72
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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
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TRID: The Breakdown again2D
esig
n
Bin
der
WM
A
Sm
ooth
ness
HIR
/CIR
/FD
R
MIS
C
LC
CA
Sea
l
tack
0
20
40
60
80
100
TRID Database 01/14 to 07/14
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RIP: The Breakdown again…
RAP/RAS
testin
g
Binder
Cracks
MIS
C
recyc
ling
tack
Fibers
Seal
05
10152025303540
RIP Database 07/09 to 07/14
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KDOT ResearchD
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KDOT Reports 1996 to 07/14
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The Way Out There Future
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The Future: Drones?
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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.
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The Future: Graphene10/23/2014 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…
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The End…
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KDOT Research
K-TRAN Number
TitlePrinted Final
Report
FHWA-KS-99-7
Accelerated Testing for Studying Pavement Design and Performance
(FY 99)07/01/00
KS-00-2Evaluation 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 90-0010/31/01
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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
Disadvantages02/03/03
FHWA-KS-02-7
Accelerated Testing for Studying Pavement Design and Performance
(FY 2001)
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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
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KDOT Research
KS-07-7Partial 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 Nortonville03/18/08
FHWA-KS-08-2 Evaluation of Joint Sealant Materials, US-36, Doniphan County, Kansas
06/12/09
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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-08-5
Control of Pavement Smoothness in Kansas 7/1/2009
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
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KDOT Research
KU-98-5Effects of Aggregate Angularity on VMA, Rutting & Stripping of KDOT
Superpave Level 1 Mixes
KU-99-3Evaluation 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
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KDOT Research
KU-01-3Evaluation of Test Methods for
Stiffness Properties of HMA
KU-09-2Laboratory Evaluation of
Characteristics of Recycled Asphalt Pavement in Kansas
10/7/2011
KSU-96-8 Asphalt Pavement 06/06/01
KSU-97-6 Estimation of Asphalt Pavement Life
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KDOT ResearchKSU-98-2
Pilot Instrumentation of the Superpave Test Section at the KS Accelerated Testing Laboratory
09/25/03
KSU-98-4A Study of Asphalt Pavement Longitudinal Joints to Reduce
Associated Pavement Distresses04/15/04
KSU-00-2Permeability of Superpave Asphalt
Mixtures 01/07/05
KSU-02-5Roughness 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
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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
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KDOT Research
KSU-08-4Investigation 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