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RE: High Mast Light Pole Design

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score, tap/epoxy dowels @ 24” o.c. staggered and use a bonding agent over the entire surface… then pour the rest of concrete and double up your control joint locations for insane amount of cracking that will still occur, and problem solved!

 


From: Michel Blangy [mailto:mblangy(--nospam--at)satco-inc.com]
Sent: Friday, May 22, 2009 11:30 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: High Mast Light Pole Design

 

Can't we just pour another layer on top...I don't see the problem.

 

Joe

-----Original Message-----
From: Stan Caldwell [mailto:stancaldwell(--nospam--at)gmail.com]
Sent: Thursday, May 21, 2009 3:09 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: High Mast Light Pole Design

Drew:

 

Elevated one-way P/T slab designed for 7" thickness.  ACI 117 has a tolerance of -0.25 in.  Measured thickness as constructed of 6.00" to 6.50", with parts of the slab as thin as 5.13".  This is an area of about 3,000 sf in a parking structure on a tight schedule, where all surfaces will be visually exposed.  A decision will be made manana.

 

Stan

 

**********************************

The goal of every engineer is to retire

without getting blamed for a major

catastrophe!                      ...Dilbert

**********************************

 

On Thu, May 21, 2009 at 4:49 PM, Drew Morris <dmorris(--nospam--at)bbfm.com> wrote:

So what happened at the jobsite?