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Development of socketed foundations for S3X5.7 posts.

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  • Abstract:
    The objective of this study was to develop a socketed foundation for use with the S3x5.7 (S76x8.5) weak

    post. The design focused on cylindrical, reinforced concrete foundations with a steel tube placed in the center for

    use as the socket. The foundation was to prevent both damage and displacements exceeding 1 in. (25 mm), as

    measured at groundline, during an impact event. To evaluate various foundation designs, ten dynamic bogie tests

    were conducted over three separate rounds of testing. Round 1 was conducted in a weak, sandy soil; Round 2

    was conducted in a strong, stiff soil; and Round 3 was conducted within a 4-in. (102-mm) thick asphalt pad.

    The results of the bogie testing led to the development of three socketed foundation design options. Option 1

    consisted of a 12-in. (305-mm) diameter foundation; Option 2 was a 15-in. (381-mm) diameter foundation; and

    Option 3 was a foundation installed within an asphalt mow strip. Option 1 carried a risk of concrete damage

    during severe impacts, but it was included for those agencies wishing to be more aggressive and accept the risks

    of damage. Each design option had a unique reinforcement configuration and minimum embedment depth.

    Further, the recommended minimum embedment depths were also a function of the surrounding soil conditions

    and the frost line depth of the installation site.

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    urn:sha-512:7f5aa0693726771cbbdd5a6fc922aa4cf9518f8fdf2f8dc4a8d23a9c0952916589ebace682da395f0dfa4e7c14354291e7eb79954a9ce790f9310af9d16bc6c6
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