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Re: [TowerTalk] Cement PSI

To: "'tower'" <towertalk@contesting.com>
Subject: Re: [TowerTalk] Cement PSI
From: "David Robbins" <k1ttt@arrl.net>
Reply-to: k1ttt@k1ttt.net
Date: Sat, 17 Sep 2005 19:27:20 -0000
List-post: <mailto:towertalk@contesting.com>
The 'right' mix is what the manufacturer or engineer calls for.  Rohn's
standard foundation drawing calls for 3000psi.



David Robbins K1TTT
e-mail: mailto:k1ttt@arrl.net
web: http://www.k1ttt.net
AR-Cluster node: 145.69MHz or telnet://dxc.k1ttt.net
 

> -----Original Message-----
> From: towertalk-bounces@contesting.com [mailto:towertalk-
> bounces@contesting.com] On Behalf Of StellarCAT
> Sent: Saturday, September 17, 2005 19:21
> To: tower
> Subject: [TowerTalk] Cement PSI
> 
> Any considerations for the "right" psi rating for the cement on a tower?
> Standard years ago was 3000 PSI but my local area is doing 2500 as
> standard...
> does this make any difference since this is compressive strength?
> 
> g.
> 
> _______________________________________________
> 
> See: http://www.mscomputer.com  for "Self Supporting Towers", "Wireless
> Weather Stations", and lot's more.  Call Toll Free, 1-800-333-9041 with
> any questions and ask for Sherman, W2FLA.
> 
> _______________________________________________
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> TowerTalk@contesting.com
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_______________________________________________

See: http://www.mscomputer.com  for "Self Supporting Towers", "Wireless Weather 
Stations", and lot's more.  Call Toll Free, 1-800-333-9041 with any questions 
and ask for Sherman, W2FLA.

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