Jump to content

MexAmerican_Moose

Full Member
  • Posts

    470
  • Joined

  • Last visited

Posts posted by MexAmerican_Moose

  1. depending on the TxDot District, most design work is done by consultants....some, like Houston District, design some of their stuff "in-house"......Tunnels cost A LOT more than bridges (especially here with the soil type) and there's barely enough infrastructure money as it is...there's all sorts of infrastructure underground (storm sewers, water lines, wastewater lines, ets)...there's a reason you have to call 311 before digging....LULZ

  2. I'm sure the required hydraulic opening of the original bridge design (open area under bridge) is much, much lower than what is calculated now (newer rainfall data, more construction upstream of the bayou/more stormwater runoff).

    https://www.projectbrays.org/all-segments/segment-1/about-telephone-bridge/

     

    https://bridgehunter.com/tx/harris/bh50785/

    This bridge is from 1931!! Great service life. I like the old school rails on the bridge tho, i wish we constructed more similar rails in TX. We cant because of the traffic rating required at high speeds.

    • Like 4
  3. 13 minutes ago, H-Town Man said:

    Less space for water to flow?

    Yes, in bridge design, the bridge engineer doesn't change the road profile (difficult to change in urban areas), so the deeper beam will create less area under the bridge for the water to flow. More area was added (thicker bridge) to impede water flow than was removed by taking out a couple of bents.

    However, less bents is also good because it prevents debris from being trapped at the columns and impeding water flow. It takes just a couple of iterations to get it right.

    Also a lot of the new bridges are being built with recently updated rain/hydraulic data.

    • Like 6
  4. Here in Texas, the "row of columns" are called bents, in some other places in the country/world, they're called piers. The first and last bents of a bridge are called abutments.

    The number of bents is determined by superstructure type (CIP slab, slab beams, box beams, concrete i-girders or steel girders) and hydraulics of the stream. The bigger the beam, => the longer the span, => the less number of bents, => the deeper the bridge, => the less space under the bridge for water to flow.

    The water flow through a bridge is calculated by hydraulic engineers who determine whether the bridge needs to be raised or extended to accommodate the water flow.

    • Like 4
    • Thanks 2
×
×
  • Create New...