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CSP Culvert reconstruction 1

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SMIAH

Civil/Environmental
Jan 26, 2009
482
A stream flow through 2x48 inches diameter corrugated steel pipes, since 31 years now. Since then and 5 to 6 times a year, there has to be a clean up made in front of them to remove debris and sediment.

They don't have the hydraulic capacity to pass a 2-year peak flow without a significant increase of the WSE upstream (as normal depth exceed the rise of the culvert).

So now, we're planning on a reconstruction with an increase of the diameter (dimension) of the culvert.

First, I was thinking about a concrete box but there is 25 feet of fill over the pipe and a railway over. The first layer of 10 feet under the ground is organic matter. Then a silty clay.

Now thinking about a CSP (Aluminized Type 2) or aluminium pipe.
with a diameter of +/- 10 feet.

I am definately now a fan of CSP - is there another option and should I really exclude the concrete box?


 
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My concern about this option is the concrete footing in regard with the fill height and the very poor bearing capacity (which is probably something like 1500 psf).
 
The organic soils are trouble for most structures. I just checked my copy of the National Corrugated Steel Pipe Association design manual for fill heights on a 10' diameter CSP.

Height of Cover limits for steel pipe E80 live load (5" x 1") 10 gage steel is 54 feet. What is the length of pipe are you needing?









 
cvg-did not need a crane to set, and small crew of four did the majority of the installation.
 
Bottomless Multiplate Arch > 2x price of the CSP...
 
Hey...I have no any idea about this thread. Please update me with useful information.
 
Useful? CSP has been recommended based on a price criteria and overall suitability for the site.
 
I suspect ole jecky might be a marketing robot.

Hydrology, Drainage Analysis, Flood Studies, and Complex Stormwater Litigation for Atlanta and the South East -
 
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