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RE: Detail for an existing retaining wall to future slab connection

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Larry
 
I don't really get a very good visual of the application from your question, but do you have room to drill and use rebar dowels with an epoxy anchor?
 
Pat Symons
-----Original Message-----
From: Larry Sanchez [mailto:sanchez(--nospam--at)abam.com]
Sent: Tuesday, April 15, 2003 11:25 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Detail for an existing retaining wall to future slab connection

Does anyone have any good ideas on how to connection the top of existing
retaining wall to a future 14 inch thick slab ?
It's for an expansion of a box culvert....
Should I use coupler nuts at the top of the existing ret wall ?
 
Please help
 
Sincerely,
 
Larry Sanchez
 

Larry Sanchez, P.E.
Engineer
Voice  702/736-6632
Fax    702/736-0704
Email  sanchez(--nospam--at)abam.com

BERGER/ABAM Engineers Inc.
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