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NCAT Pavement Test Track
2018 Track Alabama Test Sections
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Content 2018 research cycle Alabama sections Practical takeaways
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2018 Track Research Focus Balanced (performance optimized) mix designs
Which tests work, construction, aging protocols Smaller, finer mixes for cracking, durability Higher RAP, richer mixes, “green” rejuvenators
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Alabama Sponsorship Enhanced durability of OGFC surfaces (E9, E10)
Life extension from preservation (PG) Asphalt mix performance testing (CG) Dense graded 50 PSY (<1/2 inch) thinlay (N11) SMA 4.75 NMAS 80 PSY (3/4 inch) thinlay (N10)
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Alabama OGFC Sections (E9, E10)
APAI – 12/2/08 6
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Full Depth Rapid Rebuild (S9)
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Dense Graded Thinlay (N11)
Developed from W62003 (16 years, >51M ESALs) ALDOT’s desire to implement MDOT finding History of success with other thinlays variants 60 gyration Superpave mix design (LMS waiver) 6.1% AC67-22, 58% LMS, 22% Sand, 20% F-RAP EAP’s experience with City of Opelika overlay.
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Low Cost Opelika Overlay
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Dense Graded 50 PSY Thinlay (N11)
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Mat Texture
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SMA Thinlay (N10) Developed from W32017 (2 years, 4.7M ESALs)
ALDOT’s desire to implement W3 finding (w/o Bauxite) 50 blow Marshall mix design (LMS waiver) 6.0% AC76-22, 62% LMS, 13% GRN, 5% Flyash, 20% F-RAP Difficulty locating local materials for 4.75 NMAS mix.
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Pelletized Cellulose Fibers
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Surface Friction 80# SMA (59G,40B,1F) Epoxy Bauxite
50# DGA (58L,22S,20R) 80# SMA (62L,13G,20R,5F) Overall Track Average
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NCAT Three Wheel Polishing Device
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Wheel Tracked Path
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Dynamic Friction Tester
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Quest for a Practical Cracking Test(s)
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Marshall Press IDT (TSR)
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Indirect Tension Testing (TSR)
Peak Load Index = Energy / Rate Crack Rate Fracture Energy
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https://automeris.io/WebPlotDigitizer/
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Construction Quality TestingBennert 2018
77°F 122°F
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Takeaways www.pavetrack.com (asphaltresearch, 2018Track)
OGFC enhancement w/ smaller NMAS, admixtures High performance thinlay preservation options Bauxite blends for enhanced friction surfaces Potential for laboratory friction assessments Marshall press for performance optimized mixes.
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We may need to do more research on how much friction is enough and what are the most economical ways to develop tire-pavement friction. 23-25, 2021
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Dr. R. Buzz Powell, PE 277 Technology Parkway Auburn, AL 36830
Assistant Director 277 Technology Parkway Auburn, AL Phone: (334) Cell: (334) Web: Twitter: 25
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