Last edited by Kazahn
Saturday, May 16, 2020 | History

2 edition of Asphalt-rubber open-graded friction course, I-5, Vancouver vicinity found in the catalog.

Asphalt-rubber open-graded friction course, I-5, Vancouver vicinity

Keith W. Anderson

Asphalt-rubber open-graded friction course, I-5, Vancouver vicinity

post construction report, WA 86-10

by Keith W. Anderson

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Published by Washington State Dept. of Transportation in [Olympia, Wash .
Written in English

    Subjects:
  • Asphalt concrete -- Testing.,
  • Pavements -- Overlays -- Testing.,
  • Pavements -- Washington (State) -- Vancouver Metropolitan Area -- Skid resistance.,
  • Pavements -- Washington (State) -- Maintenance and repair.

  • Edition Notes

    Statementby Keith W. Anderson ; prepared for Washington State Department of Transportation and in cooperation with U.S. Department of Transportation, Federal Highway Administration.
    ContributionsWashington (State). Dept. of Transportation., United States. Federal Highway Administration.
    The Physical Object
    Paginationiii, 7 leaves :
    ID Numbers
    Open LibraryOL16622405M


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Asphalt-rubber open-graded friction course, I-5, Vancouver vicinity by Keith W. Anderson Download PDF EPUB FB2

The construction of a SAMI normally consists of an asphalt rubber seal coat (Roberts et al., ). The SAMI is constructed between the existing pavement and the HMA overlay. A typical SAMI Vancouver vicinity book of to gal/yd 2 asphalt rubber material along with just enough aggregate (ranging in size from chips to pea gravel or coarse sand) to.

Thus, the governing constitutive equation in uniaxial mode becomes R I = (5) where e R = 1 E R] E[ u J (6) In most cases, the I value remains between and When the I value is significantly out of this range, a re-examination of the data (both the relaxation modulus and test results) is necessary.

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Easily share your publications and get them in front of Issuu’s. TY - RPRT AN - AU - Quiroga, Cesar AU - Kranc, Stanley C AU - Ford, David AU - Kraus, Edgar AU - Taylor, Timothy AU - Texas Transportation Institute AU - Texas Department of Transportation AU - Federal Highway Administration TI - A Unit Cost and Construction Specification Framework for Utility Installations PY - /03//Technical Report SP - p AB - The Utility Accommodation Rules.

Use free-draining, open-graded material and estimate its permeability (e.g., use Figure ). If possible, sharp, angular aggregate should be avoided. If it must be used, then a geotextile meeting the property requirements for high survivability in Table should be specified.