NCAT Pavement Test Track• Laboratory cracking test(s) with MnROAD • Use of fine/small blends for...
Transcript of NCAT Pavement Test Track• Laboratory cracking test(s) with MnROAD • Use of fine/small blends for...
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NCAT Pavement Test Track
Lee Road 159
US-280Buzz Powell
Research Update at ND Asphalt Conference
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Pre-2015, 2015
Private Sector SponsorsCargill Deicing TechnologyCollaborative Aggregates
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NCAT Pavement Test Track
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Content
• MnROAD Partnership
• Pavement preservation
• Laboratory cracking test(s)
• Standalone studies
• 2015 Track status report.
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NCAT+MnROAD Research Partnership
To facilitate high value pavement research that addresses national needs using full-scale pavement testing facilities in both warm and cold climates on flexible, rigid, and composite pavement structures.
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NCAT+MnROAD Research Partnership
To facilitate high value pavement research that addresses national needs using full-scale pavement testing facilities in both warm and cold climates on flexible, rigid, and composite pavement structures.
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2015 Preservation Research• NCAT Pavement Test Track (accelerated)
– Thinlay, micro surface, Cape seal, scrub/chip seals
• Lee Road 159 (low ADT, high percent trucks)– Single/double/triple chips, scrub, FiberMat, sealing
– Single/double micro surface, Cape x 3, sealing
– Track thinlay, neat binder, ABR variants, CCPR base
• US-280 (high ADT, moderate percent trucks)– 159 + CCPR/CIR, OGFC, durable/friction micro, etc.
• Duplicate NCAT preservation sections at MnROAD.
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Cracking Group (CG) Section Surfaces
• 20% RAP controlN1@20/0
• High density controlN2@20/0
• Low AC/density controlN5@21/0
• Control + 5% RASN8@20/14
• Control +15% RAP with PG58-28S5@33/0
• Control with HiMAS6@19/0
• 15% RAP AZ rubber with ARB20S13@7/0.
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Cracking Group (CG) Section Surfaces
• 20% RAP controlN1@20/0
• High density controlN2@20/0
• Low AC/density controlN5@21/0
• Control + 5% RASN8@20/14
• Control +15% RAP with PG58-28S5@33/0
• Control with HiMAS6@19/0
• 15% RAP AZ rubber with ARB20S13@7/0.
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Standalone Research
• Use of fine/small blends
• Reduced design gyration levels
• Best use of RAP, RAS, and GTR
• Healthy (balanced) binder content
• Preventing reflective cracks.
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APAI – 12/2/08
Fine/Small Blends
• Similar rutting performance to coarse/large
• Longer path for crack propagation
• Higher effective binder content
• Better cracking/raveling performance
• Sustainable surplus screenings stockpiles
• Pavement preservation treatment option.
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Fine/Small Blends
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APAI – 12/2/08
Reduced Design Gyration Levels
• 139 to 125 to 100 to 80 to 60 gyrations…
• “Locking point” to prevent aggregate breakdown
• Often more gyrations for higher traffic mixes
• More gyrations can mean lower binder contents
• Lowering gyrations alone is not enough
• Remember that VMA = Va + Vbe (Gsb is wildcard).
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Finer Mixes with Lower Ndes
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Finer Mixes with Lower Ndes
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20% RAP PG67-22
20% RAP PG76-22
High RAP Mixes and Virgin AC Grade
45% RAP PG58-28
45% RAP PG67-22
45% RAP PG76-22
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High RAP Mixes and WMA
Virgin HMA
Virgin WMA-F
Virgin WMA-A
50% RAP WMA-F
50% RAP HMA
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Purpose of Each Layer N5 Control S5 Higher RAP S6 RAP+RAS S13 Recyc Tires
Durable, Rut Resistant Surface
20% RAP20
67-22/82-16 DG25% RAP11
67-22/76-22 SMA5% RAS21
67-22/88-16 SMAVIRGIN
82-2212 SMA
Stiff, Strain Reducing Middle
35% RAP39
67-22/88-10 DG50% RAP41
67-22/82-16 DG50% AGED26-24
67-22/94-10 DG35% RAP37
82-2212 DG
Fatigue ResistantBase Layer
35% RAP39
67-22/88-10 DG35% RAP34
94-28/94-10 DG25% RAP24
+76-22/88-16 DGVIRGIN
88-2220 AZ
Targeted Use of RAP, RAS, and GTR
Green = Evotherm Q1 Additive, Blue = Astec Green Foamer
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Targeted Use of RAP, RAS, and GTR
RAPDebonded
Control
GTR
RAP+RAS
RAPRebuilt
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Cold Recycle & Full Depth Reclamation
23,000 AADT
28% Trucks
7.2 Lane Miles
CIR and
FDR+CCPR
$7.6 Million
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Cold Recycle & Full Depth Reclamation
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Cold Recycle & Full Depth Reclamation
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Cold Recycle & Full Depth Reclamation
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Cracking Group (CG) Study
• 20% RAP controlN1@20/0
• High density controlN2@20/0
• Low AC/density controlN5@21/0
• Control + 5% RASN8@20/14
• Control +15% RAP with PG58-28S5@33/0
• Control with HiMAS6@19/0
• 15% RAP AZ rubber with ARB20S13@7/0.
![Page 24: NCAT Pavement Test Track• Laboratory cracking test(s) with MnROAD • Use of fine/small blends for (high ADT) • Reduced design gyration levels (durability) • Best use of RAP,](https://reader036.fdocuments.in/reader036/viewer/2022071217/604a5b1d7357d12b7e33ac55/html5/thumbnails/24.jpg)
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Cracking Group (CG) Study
• 20% RAP controlN1@20/0
• High density controlN2@20/0
• Low AC/density controlN5@21/0
• Control + 5% RASN8@20/14
• Control +15% RAP with PG58-28S5@33/0
• Control with HiMAS6@19/0
• 15% RAP AZ rubber with ARB20S13@7/0.
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Cold Recycle in a Hot-Mix Plant
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Cold Recycle in a Hot-Mix Plant
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Cold Recycle in a Hot-Mix Plant
• HMA = 0.44 to 0.54
• CAB ≈ 0.15
• CR ≈ 0.36 to 0.39
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APAI – 12/2/08
Healthy Binder Content
• RAP in the past ≠ current RAP ≠ future RAP
• “Reclaimed/recycled content” is not enough
• “Aged binder ratio” (ABR) alone is not enough
• Use “RAP binder ratio” and “RAS binder ratio”
• Post consumer RAS vs manufacturing waste
• Soft asphalts, rejuvenators, richer mix designs
• Discounting contribution of RAP/RAS binders.
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Polymer Binders in Higher RAP Mixes
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Preventing Reflective Cracks
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Open Graded Interlayer (OGI)
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Triple Chip Interlayer
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Preventing Reflective Cracks
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Preventing Reflective Cracks
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APAI – 12/2/08
Status Report
• High level of construction quality achieved
• >2 million ESALs on Track with nothing pending
• ≈½ million ESALs on LR-159 with good results
• ≈1 million vehicles on US-280 with good results
• Weekly data collection on Track, 159, & 280
• Planning for MnROAD treatments summer 2016.
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Takeaways
• Nationwide preservation with MnROAD
• Laboratory cracking test(s) with MnROAD
• Use of fine/small blends for (high ADT)
• Reduced design gyration levels (durability)
• Best use of RAP, RAS, and GTR ($, sustainable)
• Healthy (balanced) binder content (cracking)
• Preventing reflective cracks in inlays/overlays.
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End-of-Cycle Track Conference
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•High RAP/RAS balanced mix designs
•Nationwide pavement preservation
•Preventing reflective distresses
•Optimized structural design
•Implementation
March 6-8, 2018
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Dr. R. Buzz Powell, PEAssistant Director & Test Track Manager
277 Technology Parkway
Auburn, AL 36830
Phone: (334) 844-6857
Cell: (334) 750-6293
Email: [email protected]
Web: www.pavetrack.com
Twitter: www.twitter.com/pavetrack