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  • Users: bdavila
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  1. bdavila

    Water tight pipe joints for significant hazard dam

    For a significant hazard dam which has a 36" RCP meeting ASTM C-361 the contractor had already placed a concrete cradle which came up to the springline of the pipe before I discovered that there were a couple of joints that were not within the allowable tolerance for joint seperation. The two...
  2. bdavila

    Stage Storage for a horizontal sloped pipe

    Does anyone know of link to a free website that has a user friendly program or spreadsheet to compute the stage storage for a horizontal sloped pipe? Thanks

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