> When I was younger I worked as a rod-buster on a nuclear plant.

Mark!

What a guy! 

> -----Original Message-----
> From: [email protected] [mailto:[email protected]] On 
> Behalf Of John Sessoms
> Sent: 14 July 2009 23:40
> To: [email protected]
> Subject: Re: Construction III
> 
> > On Mon, Jul 13, 2009 at 08:04:19PM -0500, Christine  Aguila 
> scripsit:
> >> > Hi Everyone:
> >> >
> >> > Construction on the superstructure has finally 
> begun--permits all sorted!
> >> > One of those rods weighs nearly a quarter of a ton, and 
> the whole cage  
> >> > weighs about 1500 pounds.  I have to say, I'm rather 
> proud of #2--and 
> >> > check out that tattoo!  Any boo-boos let me know  ;-) .
> 
> Christine, someone's pulling your leg.
> 
> The verticals for the column look like 20 foot sections of #11 rebar 
> which would make them almost 110 lbs each. (5.313 pounds/foot)
> 
> The bands are #4 rebar - I'd guess 9 - 10 foot length bent 
> into 2 foot 
> squares - roughly 6.6 pounds each. (.668 pound/foot)
> 
> The first four bands near the end are set on 4 inch centers, but it 
> looks like it changes to 6" centers after that. I make it 
> about 30 bands 
> altogether.
> 
>   4 x 110 = 440
> 30 x 6.6 = 198
> 
> The whole column assembly is no more than 650 pounds. It might be 800 
> pounds if the verticals are #14 rebar, but I don't think so.
> 
> When I was younger I worked as a rod-buster on a nuclear plant. We 
> schlepped around 60 foot #18 bars (2.25" diameter - 13.6 
> pounds/foot)all 
> day with a crew of 8 men.
> 
> I started the job as a trainee when it was a hole 200 feet into the 
> ground and was laid off as a journeyman just after we reached 
> 350 feet 
> above ground level.
> 
>  From there I went to a job building a prison and then to building a 
> research facility that now houses CREE Inc, the LED people ...
> 
> My last job as a rod-buster was building the dam for the lake to hold 
> the cooling water for the nuclear plant I started out on.
> 
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