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Design and performance evaluation of very thin overlays in Texas.
  • Published Date:
    2009-06-01
  • Language:
    English
Filetype[PDF-3.90 MB]


Details:
  • Publication/ Report Number:
    FHWA/TX-09/0-5598-2
  • Resource Type:
  • Geographical Coverage:
  • OCLC Number:
    695982074
  • Edition:
    Technical report; Sept. 2007-Aug. 2008.
  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance ; NTL-HIGHWAY/ROAD TRANSPORTATION-Materials ; NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance ;
  • Format:
  • Abstract:
    Very thin overlays 1-inch thick or less were placed as surface layers on five major highways in Texas.

    These mixes were designed in the laboratory to have a balance of good rut resistance as measured by

    TxDOT’s Hamburg Wheel Tracking test and good reflection cracking resistance as measured by TTI’s

    Overlay Tester. These Crack Attenuating Mixes (CAM) were designed and constructed based on a new

    special specification SS 3109. In the design phase the optimal asphalt content was initially determined using

    the Superpave Gyratory Compactor selecting the asphalt content that achieved 98% density after 50

    gyrations. This approach worked well with stiff binders and top quality granite aggregates. However design

    problems were encountered with the transition to softer binders and locally available materials. The

    researchers proposed an alternative design procedure where the performance tests are run first at a range of

    asphalt contents and a window defined where both rutting and crack resistance requirements are met.

    The CAM mixes designed have 100% passing the 3/8-inch sieve and binder contents ranging from 7 to 8.3%

    asphalt. Few construction problems were identified; these fine mixes are easy to compact and finish.

    However, on one project thermal segregation problems were identified which caused low density pockets

    and areas of raveling. Initial performance even over jointed concrete has been good, and skid resistance

    measurements looked very reasonable.

    The CAM mixes cost approximately 25% per ton more than the traditional mixes, but as they are placed as 1-inch

    thick mats rather than 2-inch thick, there is a clear economic advantage of using these high quality materials. TxDOT

    is in the process of updating SS 3109, and a statewide specification is scheduled for release in early 2009.

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  • Supporting Files:
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