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Re: [TowerTalk] More crank-up questions

To: Patrick Greenlee <patrick_g@windstream.net>
Subject: Re: [TowerTalk] More crank-up questions
From: Mike Reublin NF4L <nf4l@comcast.net>
Date: Sun, 1 Dec 2013 04:49:25 -0500
List-post: <towertalk@contesting.com">mailto:towertalk@contesting.com>
Thanks, Patrick. The manual for the tower calls for "minimum 28 day strength of 
2000 psi and no more than 7 1/2 gal. of water per sack of cement".

Mike NF4L

On Nov 30, 2013, at 4:05 PM, Patrick Greenlee <patrick_g@windstream.net> wrote:

> Mike, The Portland Cement Association says that standard mixes cure to 90% of 
> their final strength in 28 days.  There is no magic number for 100% cure. 
> Strength asymptotically  approaches its final value and (theoretically) never 
> quite gets to 100% but surely CLOSE ENOUGH.  Depending on your mix and 
> weather (and moisture etc.) at what point along the way toward 28 days will 
> it be strong enough for your needs?  Unless the strength of your mix is 
> marginal at 90% you should be OK after 3 weeks or so.  Sooner MIGHT be OK but 
> why set yourself up to regret at your leisure what you might do in haste. 
> Consider the hassle if you load it prematurely and let that color your 
> decision.
> 
> 73 and best of luck to you,
> 
> Patrick AF5CK
> 
> -----Original Message----- From: Mike Reublin NF4L
> Sent: Saturday, November 30, 2013 9:38 AM
> To: towertalk reflector
> Subject: [TowerTalk] More crank-up questions
> 
> I plan to put up a motorized HG-70 HD, with a 4 element SteppIR and a 7 
> element M2 6M beam.
> 
> Hy-Gain says 1 week for foundation curing, UST says 4 weeks. What's realistic?
> 
> My current guyed tower has a side-mounted G-7 and a couple of vhf verticals. 
> How best to mount those on the crank-up? I was thinking of hanging the G-7 
> upside down.
> 
> Does this tower have latches, or is the weight on the cables when extended?
> 
> What about limit switches or stops?
> 
> I'd like to carry over my 80 and 160M 1/4 wave slopers. Is that too much 
> stress? What about ground continuity top to bottom?
> 
> Does the concrete/rebar cage make a Ufer ground? Do I need ground rods in 
> addition?
> 
> 73, Mike NF4L
> _______________________________________________
> 
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