Gary,  I think I would ask the tower company for engineering specs.  Now
you mention a tilt over base/ginpole.   Not gonna happen in a 2 by 2 by 2
base.   I cannot find any information on the tower on line other than a
brief description in that they just started producing after Dayton 2016.
No manual, no drawings, no detailed specs to speak of.

Question to consider:  When it is extended at 31 feet and you have your 45
pounds of rotor and antenna (windload area not known) waving in a brisk,
pre-wx-front breeze...what forces will be exerted 31 feet down the unguyed
tower to the 700 pond base.  Overkill is the preferred build method.  Keep
Redy-Mix in business.

W5RH

Rick Hiller
*The Radio Hotel*  -- W5RH



On Fri, Apr 7, 2017 at 5:44 PM, Scott Medbury via BVARC <[email protected]>
wrote:

> Normal weight concrete is about 145 lb per cu.ft. That is wet weight.
> Concrete sold at home centers is dry weight so the yield will be less than
> one cu.ft. Straight sack concrete is generally easier than using flyash if
> you are creating at home.
>
>
>
> If mixing materials by hand from bulk, the old 1,2,3 rule works well to
> give 3000 psi or greater. using one bucket or container of portland cement
> to 2 containers of sand to 3 containers of coarse aggregate. Of course if
> you need air entrainment or want to use a water reducing, set retarding
> admixture or super plasticizer you are better off using redi-mix concrete
> and ordering it. Air entrainment is not necessary in this climate if the
> bulk of concrete is in the ground.
>
>
>
> Scott KD5FBA
>
>
>
>
>
> Scott Medbury
>
> 16802 Aprilmont Drive
>
> Sugar Land, TX 77498-1941
>
> [email protected]
>
>
>
> *From:* BVARC [mailto:[email protected]] *On Behalf Of *Mike
> Brannan via BVARC
> *Sent:* Friday, April 07, 2017 5:13 PM
> *To:* BRAZOS VALLEY AMATEUR RADIO CLUB
> *Cc:* Mike Brannan; [email protected]; Rick Hiller
> *Subject:* Re: [BVARC] Need Concrete/Hole work done for a light Tower
> Base??
>
>
>
> Carefully check the sack yield.
>
> Normal weight concrete is roughly 145 lbs/cu ft.
>
> Use greater than 3000 psi strength concrete.
>
> Do not add excess water. Rod the stiff mix into place.
>
> Note the 2 x 2 x 2 should be measured at least 6 inches below grade and so
> all surfaces are against firm to stiff soil.
>
> That means you will need extra concrete to finish above grade.
>
> Sent from my iPhone
>
>
> On Apr 7, 2017, at 4:46 PM, Rick Hiller via BVARC <[email protected]> wrote:
>
> 8 cu ft X 90 lbs per = 720 lbs.
>
>
>
> 31 foot lever moving 720 lbs.....doesn't take much moment.
>
>
>
> Where's KG5KV when you need him?
>
>
>
> RH
>
> Sent from my i-Thingamajig
>
>
> On Apr 7, 2017, at 4:30 PM, Scott Medbury via BVARC <[email protected]>
> wrote:
>
> A sack of sackrete is less than 1 cubic foot. It weighs about 80 pounds
> and a cubic foot of concrete weighs from 90 to 96 pounds before water is
> added.
>
>
>
> Scott KD5FBA
>
>
>
> *Sent from my Verizon 4G LTE Droid*
>
> On Apr 7, 2017 2:04 PM, Gary Sitton via BVARC <[email protected]> wrote:
>
> Rick,
>
>    ALM-31 is new product so I don't have the specs.
> yet,  but it's extruded 6061-T6 Alum. and will weigh
> ~200 lbs. with the beam and rotator.  I would not
> need or want to fold it over fully extended!  My
> handy guy said he'll do it for $500: materials, hole,
> frame, re-bar and pour.  Seems a bit high, but it's
> turn-key and he's very meticulous.  I probably could
> save some money by having a less skilled person
> dig and prepare the square hole.  Bell-bottoming
> is a great idea however!  Attached is picture of my
> homebrew common mode coax choke for the beam.
>
> 73s,
> Gary Sitton, K5AMH
> [email protected]
>
> On 4/7/2017 12:59, Rick Hiller via BVARC wrote:
>
> Gary,
>
> I'm surprised that a crank up fold over only specifies 2x2x2.   Yards maybe 
> but not feet.  Heck, Rohn 25 needs more than that. GL.....Rick
>
> W5RH
>
>
>
> Sent from my i-Thingamajig
>
>
>
> On Apr 7, 2017, at 12:46 PM, Bruce via BVARC <[email protected]> 
> <[email protected]> wrote:
>
>
>
> might want a little extra redi mix in case you bell bottom the hole or come 
> above the ground level.
>
>
>
> 73...bruce
>
>
>
> Sent from my iPhone
>
>
>
> On Apr 7, 2017, at 12:30 PM, Sam Neal via BVARC <[email protected]> 
> <[email protected]> wrote:
>
>
>
> Hello,
>
>
>
> I'm too far and too old to assist. Just a pointer - if you buy sacks of
>
> readi-mix for your cement, each bag ( should be marked on the bag ) is one
>
> cubic foot. Eight bags should fill the 2X2X2 hole.
>
>
>
> A cubic yard would take 27 sacks at one cubic foot each.
>
>
>
> 73,
>
>
>
> Sam Neal  N5AF
>
> ____________________________________________________________________
>
>
>
> Tower guys:
>
>
>
>
>
>  I'm seriously contemplating and soon buying a
>
>
>
> US Towers ALM-31, crank-up, fold-over tower
>
>
>
> for my Tex Hex beam which requires a 2' x 2' x 2'
>
>
>
> (about a cubic yard) of concrete base.  Does
>
>
>
> anyone have a suggestion regarding someone
>
>
>
> to dig and fill the hole?
>
>
>
>
>
>  I will have anchor bolt forms and all re-bar work
>
>
>
> done ahead of the dig/pour.  I'm 77 and just had a
>
>
>
> double (yes!) hip joint replacement and can't really
>
>
>
> dig such a hole nice and square.  Also, I have no
>
>
>
> concrete experience and you only get one chance
>
>
>
> at a good pour.
>
>
>
>
>
> _______________________________________________
>
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>
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>
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>
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>
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>
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>
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>
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>
> Message delivered to [email protected]
>
>
>
>
>
>
>
> _______________________________________________
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>
>
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