SMA South of the Border

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SMA South of the Border

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... however Small sample of relatively young overlays pavements Substrate pavement with SMA overlay were ... including SMA and porous asphalt mixes by FHWA ... – PowerPoint PPT presentation

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Title: SMA South of the Border


1
SMA South of the Border
  • Alexander (Sandy) Brown, P.Eng.
  • Technical Director, Ontario Hot Mix Producers
    Association
  • Canadian Regional Engineer, Asphalt Institute

www.ohmpa.org
Were Driven www.asphaltinstitute.org
2
Use of SMA in the United States
  • Used routinely as surface by 28 states in 2007
    and a few more since
  • Used primarily in states where there is a ready
    source of good aggregate
  • SMA requires higher quality aggregate to resist
    polishing and resist crushing from stone on stone
    contact
  • Haul distance is critical to the use
  • States without adequate local aggregate have
    tried SMA with limited success
  • Some use of slag aggregates

3
Wisconsin Highway Research Program
  • Study concluded in early 2007 on HMA surface
    types to look at SMA vs. dense graded mixes using
    FHWA RealCost 2.1 (Harold Von Quintas)
  • 45 years life with 5 discount rate
  • Concluded that there was a LCCA advantage for SMA
    on low volume asphalt roads (lt 300,000 ESALs)
  • On moderate to high volume route there was no
    LCCA advantage for SMA overlay on JRC pavements,
    however
  • Small sample of relatively young overlays
    pavements
  • Substrate pavement with SMA overlay were rougher
    and more deteriorated than those with dense
    graded mixes

4
NCAT Work with Georgia Aggregate
  • All granite aggregate from Georgia
  • 16 to 44 LA loss
  • Trials on the test track using various compaction
  • 50, 75 and 100 gyrations
  • 50 blow Marshall
  • Regression analysis on Gmb
  • 35 gyrations ? 50 blow Marshall
  • Attributed to high LA loss on course aggregate
  • Georgia uses 50 gyrations for SMA

5
Virginia Transportation Research Council
  • 2007 study on the cost of SMA vs. other HMA
    choices for surface course
  • Concluded that SMA has a cost advantage in excess
    of 7,500 per lane-mile in net present value
    costs
  • Saving to Virginia based on exclusive use of SMA
    estimated to be 25 million net present value

6
Testing for Durability
  • Looking for a procedure to evaluate the
    durability of HMA mixes including SMA and porous
    asphalt mixes by FHWA
  • Asphalt Mixture Performance Tester
  • Formerly the Simple Performance Tester

7
  • Thank you
  • Any questions
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