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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Tower\s+Foundation\s+Pouring\s*$/: 22 ]

Total 22 documents matching your query.

1. [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Fri, 3 Feb 2017 09:03:35 -0500
Yesterday, I just poured nearly 40 sq. yards of concrete (4 concrete trucks) in preparation for moving two self-supporting Pirod towers. One tower is 140ft., the other is 100 ft. When the contractor
/archives//html/Towertalk/2017-02/msg00040.html (8,255 bytes)

2. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: JVarney <jvarn359@gmail.com>
Date: Fri, 3 Feb 2017 12:11:20 -0800
There's an urban myth about "undisturbed soil." Hams believe that pouring concrete against undisturbed vertical dirt walls is the only way to place a footing. It is often the easiest way to do it and
/archives//html/Towertalk/2017-02/msg00047.html (8,352 bytes)

3. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Richard Solomon <dickw1ksz@gmail.com>
Date: Fri, 3 Feb 2017 13:16:00 -0700
I think it's more than just an ..."urban myth"... . by the Tower Manufacturer. 73, Dick, W1KSZ _______________________________________________ _______________________________________________ TowerTal
/archives//html/Towertalk/2017-02/msg00048.html (9,224 bytes)

4. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Wayne Kline <w3ea@hotmail.com>
Date: Fri, 3 Feb 2017 21:19:52 +0000
. I my experience in installing concrete bases. of varying sizes and challenging soil composition. The more challenging being Shale, Sandy loam and wet land ( where you had to pump the water out as y
/archives//html/Towertalk/2017-02/msg00050.html (11,217 bytes)

5. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: JVarney <jvarn359@gmail.com>
Date: Fri, 3 Feb 2017 15:20:19 -0800
That's where the urban myth came from. It's on tower manufacturers plans but it gets misinterpreted as gospel. If we couldn't use forms and compacted backfill, there would be thousands of buildings,
/archives//html/Towertalk/2017-02/msg00054.html (8,348 bytes)

6. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Matt Lovewell <lovewell@gmail.com>
Date: Fri, 3 Feb 2017 17:26:30 -0600
Just overpour the concrete. You'll never get the soil back to natural compaction. No forms in the hole, just fill the void with concrete. _______________________________________________ _____________
/archives//html/Towertalk/2017-02/msg00055.html (9,217 bytes)

7. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Hardy Landskov" <n7rt@cox.net>
Date: Fri, 3 Feb 2017 19:30:58 -0500
I think the lawyers also had a hand in the wording to protect the company. 73 N7RT That's where the urban myth came from. It's on tower manu- facturers plans but it gets misinterpreted as gospel. If
/archives//html/Towertalk/2017-02/msg00059.html (9,143 bytes)

8. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Hardy Landskov" <n7rt@cox.net>
Date: Fri, 3 Feb 2017 21:03:38 -0500
I agree with K6OK--this works. Here in Brooksville and most of Hernando County the soil is pure sand down to about 12 feet. If you can dig the hole and lightly spray the side walls with water so surf
/archives//html/Towertalk/2017-02/msg00063.html (11,234 bytes)

9. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Wes Stewart <wes_n7ws@triconet.org>
Date: Fri, 3 Feb 2017 20:07:38 -0700
By that logic, the slab of my garage floor should be about five feet thick at one corner. Instead, a reinforced concrete stem wall constrains engineered backfill that was placed in 6 inch lifts and b
/archives//html/Towertalk/2017-02/msg00065.html (8,732 bytes)

10. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: David Gilbert <xdavid@cis-broadband.com>
Date: Sat, 4 Feb 2017 00:53:02 -0700
Generalizations like that typically don't make sense, and yours is no exception. I built my house on a hillside and had to backfill against a six foot high retaining wall with hundreds of cubic yards
/archives//html/Towertalk/2017-02/msg00067.html (9,163 bytes)

11. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 4 Feb 2017 10:26:55 -0500
Thanks to all who replied by private e-mail. Many folks suggested using a concrete cutter to trim the base edges square. Yesterday, I went back out to the site and took some measurements of the leg b
/archives//html/Towertalk/2017-02/msg00070.html (11,593 bytes)

12. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Wes Stewart <wes_n7ws@triconet.org>
Date: Sat, 4 Feb 2017 08:51:58 -0700
The new concrete won't adhere very well to the old and will probably crack. (Here in AZ almost all houses are slab-on-grade. There is a saying, "There are two types of concrete slabs, those that are
/archives//html/Towertalk/2017-02/msg00073.html (9,541 bytes)

13. [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "h.duck" <h.duck@ameritech.net>
Date: Sat, 4 Feb 2017 10:23:14 -0600
I would suggest you put wire mesh centered in the two inch thick pour which may help to keep the concrete from cracking. Howard WA9YBW The new concrete won't adhere very well to the old and will prob
/archives//html/Towertalk/2017-02/msg00074.html (10,210 bytes)

14. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Patrick Greenlee <patrick_g@windstream.net>
Date: Sat, 4 Feb 2017 10:49:27 -0600
As long as the thin top coat of concrete is cosmetic and not structural you won't get in trouble but I recommend you put some steel in it if you don't want to risk it breaking up later. Fence materia
/archives//html/Towertalk/2017-02/msg00076.html (12,697 bytes)

15. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Thomas Noel <tnoel@mac.com>
Date: Sat, 04 Feb 2017 09:46:08 -0800
Paul, I fully understand the anguish you are feeling over this. I alphabetize my sock drawer. When the base has had a chance to set up hard, rent a large abrasive concrete cutting saw and trim the tw
/archives//html/Towertalk/2017-02/msg00077.html (9,344 bytes)

16. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 4 Feb 2017 13:30:25 -0500
which may help to keep the concrete from cracking. Howard WA9YBW" Great idea from you and others. Many thanks. Paul, W9AC _______________________________________________ ____________________________
/archives//html/Towertalk/2017-02/msg00081.html (8,469 bytes)

17. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Steve Jones" <n6sj@earthlink.net>
Date: Sat, 4 Feb 2017 10:36:56 -0800
Jim Actually, undisturbed soil is not an urban myth, it's just the simplest way for the engineer to calculate the foundation design. The vertical walls of the undisturbed soil create friction against
/archives//html/Towertalk/2017-02/msg00082.html (11,839 bytes)

18. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: Grant Saviers <grants2@pacbell.net>
Date: Sat, 4 Feb 2017 12:44:17 -0800
The standard 4x4" or 8x8 mesh is for 3 or 4" thick slabs. For thin slab reinforcement I've used expanded 9 ga steel from McNichols with 3/4" openings. Small aggregate is used. You never want to try t
/archives//html/Towertalk/2017-02/msg00089.html (9,809 bytes)

19. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: JVarney <jvarn359@gmail.com>
Date: Sat, 4 Feb 2017 14:58:37 -0800
Steve -- "Urban myth" might not be the best choice of words? The idea I was hoping to convey is that the manufacturer's recommended footing design are sometimes interpreted to mean that it is the one
/archives//html/Towertalk/2017-02/msg00093.html (9,355 bytes)

20. Re: [TowerTalk] Tower Foundation Pouring (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Sun, 5 Feb 2017 03:59:30 -0500
Many times, pouring against undisturbed soil is not possible. an alternative to the compactor is a uniform slurry. If done properly it will form a solid and uniform connection between the form and th
/archives//html/Towertalk/2017-02/msg00107.html (14,052 bytes)


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