FDOT Protocol for Condition Assessment of Steel Strands in Post-tensioned Segmental Concrete Bridges : Volume II
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FDOT Protocol for Condition Assessment of Steel Strands in Post-tensioned Segmental Concrete Bridges : Volume II

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English

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  • Alternative Title:
    Improved Inspection Techniques for Steel Prestressing/Post-tensioning Strand : Volume II;Improved Inspection Techniques for Steel Prestressing/Post Tensioning Strand : Volume II;
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    Draft final; Mar. 2011-Jun. 2012.
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  • Abstract:
    Post-tensioned bridges require a detailed inspection of their post-tensioning systems since damage in

    these systems is not evident and can result in costly repairs/replacements, loss of integrity and reduction

    in safety of the bridge. Different nondestructive Evaluation (NDE) techniques can be used for the

    inspection of post-tensioning systems however; there is no systematic way by which a particular NDE

    technology may be selected for a particular job.

    This project presents elements and foundation for development of a systematic, job specific approach for

    the selection of NDE technology for inspection of the post-tensioning systems.

    In order to achieve this goal, factors affecting the performance of NDE techniques used for the condition

    assessment of the post-tensioning systems are identified. NDE techniques are then grouped according to

    their underlying phenomenological bases to put forth the working principles, and pros and cons that can

    be used for the development of ranking system.

    It has been found that major difference in grouting practice before and after 2000 affects the selection of

    NDE technique for the inspection of post-tensioning systems. Other factors affecting the performance of

    the NDE techniques are the duct system, geometrically difficult zones, and the types of defects. Separate

    sets of NDE technique are recommended for the internal/external ducts positioned along the traffic and

    geometrically difficult zones. A job specific “Ranking Index” is proposed for the selection of NDE that

    takes into account the not only the above mentioned factors but also the cost of conducting NDE.

    Based on the project findings a roadmap to develop comprehensive methodology to effectively assess

    the condition of post-tensioned bridge systems is presented.

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