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Re: [TowerTalk] Using old concrete in new pour

To: David Gallatin <kc9eev@yahoo.com>, "towertalk@contesting.com -tower" <towertalk@contesting.com>
Subject: Re: [TowerTalk] Using old concrete in new pour
From: Ken <wa8jxm@gmail.com>
Date: Wed, 22 Oct 2014 14:42:17 -0400
List-post: <towertalk@contesting.com">mailto:towertalk@contesting.com>
On Oct 22, 2014, at 10:39 AM, David Gallatin via TowerTalk wrote:

>   I have a pour scheduled for Monday. $233 for 1.5 yds direct into my hole, 
> which I go now to dig. My back hurts already. :)  73,


Yikes, I hope you aren't digging it by hand!   Better hurry up and hope you 
don't hit rock!  

(I have a rock layer here at 40" down.)


As for your original question, I find it amazing how requirements have changed 
since I got my license (1963).   Look around at all the towers standing for 30 
years and I'll bet they don't have high strength concrete and complex rebar.   
They just won't last....   ;-)     Seriously, I put up a 64' freestanding 
Heights tower twice in 1970 and 1975 and hand mixed the concrete (two days on 
the first one using Sackrete) and it only needed a 4x4x4 base back then with a 
TA-33 tribander and other antennas on it.   

I do think the lawyers have changed the engineering specs over the years.

Good luck digging,

Ken WA8JXM
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