Stone skeleton asphalt : field trial U.S. 331, Luverne, Alabama

Details

• Creators:
  Hurley, Graham C. ; Prowell, Brian D.
• Corporate Creators:
  Advanced Materials Services (U.S.)
• Corporate Contributors:
  Alabama. Department of Transportation
• Subject/TRT Terms:
  Asphalt Concrete Asphalt Mixtures Binders Fiber Reinforced Concrete Pavements, Asphalt Concrete--Design And Construction Pavements, Asphalt Concrete--Performance Stone Matrix Asphalt
• Publication/ Report Number:
  NCAT Report 08-03
• Resource Type:
  Tech Report
• Geographical Coverage:
  Alabama
• Edition:
  Apr. 2008
• Corporate Publisher:
  National Center for Asphalt Technology (U.S.)
• Abstract:
  Alabama Department of Transportation (ALDOT) developed Section 426, Stone Skeleton
  
  Asphalt (SSA), based on results from a laboratory concept study. The concept of stone skeleton
  
  asphalt was a mixture that would have similar performance characteristics to typical stone matrix asphalt (SMA) mixtures, but without some elements contained in SMA mixtures that increase its cost, such as modified asphalt binders, fibers, and mineral fillers.
  
  A trial project was let on U. S. Route 331 in Luverne, Alabama. A neat PG 67-22 binder was
  
  specified instead of the PG 76-22 specified in ALDOT’s SMA mixes. Fiber was included in the
  
  design, but incrementally removed during placement. Samples of the produced mix were taken
  
  and results from the volumetric, draindown, and performance testing were gathered and
  
  analyzed. From these results, several conclusions were made. The removal of fibers reduced the
  
  VMA below the minimum specification for SSA during production. The rutting potential of the
  
  stone skeleton mixtures was generally not affected by the removal of fibers and reduction in
  
  asphalt content. All test sections had rut depths below the maximum specified value. Four out of the six test sections had TSR values that were slightly below the minimum specified value of
  
  0.80. This matched observations from the mix design verification. None of the test sections had
  
  any issues with asphalt draindown. Field permeability values for the test sections correlated very well to in-place densities. In order to ensure an impermeable stone skeleton asphalt mixture, inplace densities should be approximately 95 percent of the theoretical maximum density. The stone skeleton mixes exhibited acceptable friction values.
  
  
• Format:
  PDF
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:299a5dfc75f9ed5a2e4959e16431f3a0269a80a2f4fbe4966476804dc890681d
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/16788/dot_16788_DS1.pdf
• File Type:
  [PDF - 2.91 MB ]