Return to index: [Subject] [Thread] [Date] [Author]

Re: Cutoff Wall In Concrete Transition

[Subject Prev][Subject Next][Thread Prev][Thread Next]
You may want to consider a concrete apron at each end of the culvert.  You
would still need a turned down section in front of the apron, but it can be
much shallower.

How deep were you planning on making the cut-off wall?


M. David Finley, P.E.
Lake City, FL


* 
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
*   Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you 
*   send to the list is public domain and may be re-posted 
*   without your permission. Make sure you visit our web 
*   site at: http://www.seaint.org