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Evaluation of open graded friction course (OGFC) mixtures.

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English


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  • Abstract:
    Louisiana Department of Transportation and Development (LADOTD) began the development of Open-Graded

    Friction Course (OGFC) mixtures in the late 1960s and early 1970s. In the early 1980s, a moratorium was

    imposed on the use of OGFC mixtures due to some early failure issues and a number of OGFC pavements

    experiencing end of life failure. However, significant improvements have been noticed in OGFC mixture

    performance and service life since a new-generation of OGFC mixture was promoted in the U.S. in late 1990s.

    Inspired by the success of some other state agencies, LADOTD modified the earlier mix design and constructed

    four new OGFC sections during the last decade to evaluate pavement performance and safety benefits. This

    paper includes a comprehensive evaluation of Louisiana OGFC mixtures on the basis of their laboratory and

    field performance. Laboratory work entailed material and mixture design in addition to performing numerous

    laboratory tests namely permeability, draindown, tensile strength ratio, and loaded wheel test. Field evaluation

    involved visual inspection, pavement condition survey, skid resistance, and traffic safety. With very few

    exceptions in the laboratory, the selected OGFC mixtures showed the potential to meet current LADOTD

    specifications as well as various performance standards established by previous studies. The field analysis

    indicates that the OGFC test sections showed improved rutting, cracking, and skid performance when compared

    to typical Superpave roadway sections. It is anticipated that this performance evaluation will support the ongoing

    use of OGFC mixtures in the state of Louisiana. Additionally, it provides an opportunity to continually improve

    the current OGFC specification and mix design procedures adopted by LADOTD.

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    urn:sha256:2a5abd7f048498cd0358fda596f1577c1b8284fa0f0923e1fb51945dcb2567f9
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File Language:
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