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RE: High Mast Light Pole Design

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That's going to be one drunk contractor this weekend!
-----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?