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-   S. California Chapter (https://www.ford-trucks.com/forums/forum103/)
-   -   So Cal Frivolous Thread , Only B / S Allowed volume 2 (https://www.ford-trucks.com/forums/715844-so-cal-frivolous-thread-only-b-s-allowed-volume-2-a.html)

sglaine 02-22-2008 09:26 AM

Good Morning so.Cal and what is the weather like there today?

We are having a snow storm

SteveBricks 02-22-2008 09:30 AM

Hi Sean - light rain off and on. About 55 degrees right now.

67nukeford 02-22-2008 09:33 AM

Its raining in SoCal- 3 Day Weekend for Steve!

SteveBricks 02-22-2008 09:36 AM

I've been off - last worked on Tuesday.

Bill W 02-22-2008 09:38 AM

Winnamucca, That is the town I had my first.... Um, never mind :-missingt

67nukeford 02-22-2008 09:38 AM

Ouch! Are you guys still getting a ton of rain out there?

Bill W 02-22-2008 09:41 AM

I hope it Rains here durring the weekend, Cause the wife wants me to clean the Yard :mad: It's a Acre + and takes all day

SteveBricks 02-22-2008 09:45 AM

I'll try to send it down your way, Bill.
Not a lot of rain, at all. Just enough to make it muddy enough to keep me from working (but that does not take much).

67nukeford 02-22-2008 09:46 AM

Do you do brick work Steve, or do you concrete. or both?

Bill W 02-22-2008 09:48 AM

Speaking of Concrete, Steve, is 4000 psi worth the money? it would be for a Home slab. In the Future

SteveBricks 02-22-2008 09:55 AM

Brick, Block, Stone, Concrete - I enjoy Brick the most, hence the username.
As far as 4000 psi goes, Bill, it is required in certain types of soil conditions along with lotsa steel.If it is not a requirement, I don't think I would spend the extra dough for 4000psi. 2500 psi/w a good pattern of #4 re-bar is a pretty darn strong slab @ 4" thick.

Bill W 02-22-2008 10:12 AM

Yea the guy said because of the soil (very sandy) was the reason, BUT we did a 20 X 12 slab for my shop with 2500 and it's holding up well ?Two story make any differance

SteveBricks 02-22-2008 10:22 AM


Originally Posted by Bill W
Yea the guy said because of the soil (very sandy) was the reason, BUT we did a 20 X 12 slab for my shop with 2500 and it's holding up well ?Two story make any differance

Oh, yeah. Two story makes a load (pun intended) of difference.
You are going to have a lot more weight on the footings and probably some large piers in a two story. It may even be designed as a post-tension slab, where they run steel throughout the slab, bring it into tension with hydraulic equipment prior to concrete placement, then release that tension after the appropriate amount of concrete cure time. Such a slab would almost certainly require 4000psi.
Post-tensioning is pretty much the same method as is used for the manufacture of component parts for bridges and such.

BIGKEN 02-22-2008 03:33 PM

Hey SoCal...what's up...you shut down early because of the snow storm???

67nukeford 02-22-2008 03:36 PM

It's snowing there???LOL!


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