Quote:
Originally Posted by jmecklenborg
I don't know why the "California Box Girder" is still so popular in California but rarely seen in the eastern United States, where steel girders still dominate.
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Quote:
Originally Posted by Busy Bee
Probably cost and the ubiquitous "stick with what you know" mentality of most state DOT's.
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I've thought about this and there are both political and engineering reasons.
A) California has the expertise needed to reinforce and build formwork for these things especially around active traffic. It's also labor-intensive and the labor is relatively unskilled, which is good if you're trying to create lots of union jobs with minimal training.
B) Cold or wet climates create issues with concrete... the cold and freeze/thaw cycle can lead to severe corrosion of rebar, spalling, and other issues. In a site-cast system like California's, an issue in one place can doom the whole structure since it's all integral.
Other regions of the country use systems that are more modular - steel or precast concrete, like a giant Erector set. It's relatively easy to swap out individual pieces of the structure - for example, IDOT here in Chicago has a 50-year cycle for bridge replacement but a 25-year cycle for bridge decks. You can demolish the concrete bridge deck after the elements have taken their toll, and build a new bridge deck on the existing steel or precast concrete joists. (New technologies/materials have now extended the useful life of bridge decks to 30-35 years).
Sitecast concrete is limited to piers and abutments, and those are usually overbuilt such that corrosion or damage is only superficial and doesn't lead to a dangerous structural failure. Bridge decks are also sitecast (usually) but those are considered sacrificial.
Chicago is now using a precast box girder for the Red/Purple Modernization project... I'm curious to see how it ages. I know CTA will strap a bunch of ugly
gutters and downspouts to it to get rain and snowmelt away from the structure as fast as possible.