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re: Cost of pouring concrete for patio

Posted on 5/20/15 at 9:55 pm to
Posted by stout
Smoking Crack with Hunter Biden
Member since Sep 2006
167237 posts
Posted on 5/20/15 at 9:55 pm to
Why would he need a 6" slab for a patio?

Jesus!
Posted by Agforlife
Somewhere in the Brazos Valley
Member since Nov 2012
20102 posts
Posted on 5/20/15 at 9:55 pm to
Don't forget 1 mat of #4 rebar on 12" centers suspended approximately 1/2 way into the slab and either trowel in or saw cut a contraction joint every 10 feet about 3/4" to 1" deep to prevent cracking.
Posted by Triggerr
Member since Jul 2013
1891 posts
Posted on 5/20/15 at 9:56 pm to
Crowley Cajun
Right now, I think concrete is about $116 a cubic yard.

$116/yd your getting screwed big time
Posted by junkfunky
Member since Jan 2011
33891 posts
Posted on 5/20/15 at 9:57 pm to
quote:

Why would he need a 6" slab for a patio?


For his boom crane, duh.
Posted by junkfunky
Member since Jan 2011
33891 posts
Posted on 5/20/15 at 9:59 pm to
quote:

either trowel in or saw cut a contraction joint every 10 feet about 3/4" to 1" deep to prevent cracking.


ACI recommends 13' so 12.5' should be good enough.
Posted by stout
Smoking Crack with Hunter Biden
Member since Sep 2006
167237 posts
Posted on 5/20/15 at 9:59 pm to
The house is built on a 4" slab but hey lets add a 6" thick patio with no load to justify it.
Posted by CajunCommander
FloodZone
Member since Jan 2015
1844 posts
Posted on 5/20/15 at 10:01 pm to
I wouldn't pour anything less than 6" if you want it to last. If you want to slap some #3's or #4's in there it couldn't hurt. Some wwm T and B would probably suffice. Anything less than 6" thick you're looking at the slab moving or cracking especially in south LA
Posted by CajunCommander
FloodZone
Member since Jan 2015
1844 posts
Posted on 5/20/15 at 10:02 pm to
Houses also have footings and grade beams dumbarse...
Posted by stout
Smoking Crack with Hunter Biden
Member since Sep 2006
167237 posts
Posted on 5/20/15 at 10:04 pm to
quote:

Houses also have footings and grade beams dumbarse...



I know. I would venture to say I have built more of them than you.

It would be cheaper and better to pour a shallow footing on the patio than to pour a 6" slab.
Posted by Agforlife
Somewhere in the Brazos Valley
Member since Nov 2012
20102 posts
Posted on 5/20/15 at 10:05 pm to
quote:


ACI recommends 13' so 12.5' should be good enough.




Yeah but we put em every 10' unless it's an odd sized slab, but you are correct 12.5' should be plenty.
Posted by junkfunky
Member since Jan 2011
33891 posts
Posted on 5/20/15 at 10:07 pm to
quote:

It would be cheaper and better to pour a shallow footing on the patio than to pour a 6" slab.


I don't associate with mud divers but if a client asks me to do some paving it's gonna have a shovel (skirt, for the ladies) beam.

Also, I don't see how a deeper slab helps. Cracking is a tensile problem and only reinforcing will solve it.
Posted by junkfunky
Member since Jan 2011
33891 posts
Posted on 5/20/15 at 10:09 pm to
quote:

Yeah but we put em every 10' unless it's an odd sized slab, but you are correct 12.5' should be plenty.



I've gotten in the habit of using 12.5' because it works well for construction and expansion joints using increments of 25'. Still, it just depends on the situation.
Posted by Agforlife
Somewhere in the Brazos Valley
Member since Nov 2012
20102 posts
Posted on 5/20/15 at 10:10 pm to
Don't forget to dowel it into the existing slab your pouring next to.
Posted by stout
Smoking Crack with Hunter Biden
Member since Sep 2006
167237 posts
Posted on 5/20/15 at 10:10 pm to
quote:

Also, I don't see how a deeper slab helps. Cracking is a tensile problem and only reinforcing will solve it.



Correct and spend that money on a shallow footing to help prevent washout instead of wasting it on adding 2" of unneeded concrete.

Not to mention that a footing will do more to prevent the settling he mentions than an extra 2" will do.
This post was edited on 5/20/15 at 10:11 pm
Posted by GeorgeTheGreek
Sparta, Greece
Member since Mar 2008
66434 posts
Posted on 5/20/15 at 10:12 pm to
I don't even know why you bother speaking to these peasants.
Posted by Agforlife
Somewhere in the Brazos Valley
Member since Nov 2012
20102 posts
Posted on 5/20/15 at 10:12 pm to
quote:

gotten in the habit of using 12.5' because it works well for construction and expansion joints using increments of 25'. Still, it just depends on the situation.





Yeah we do mostly large industrial stuff and it's never a square or rectangle so we tend to cut em closer just to be on the safe side.
Posted by stout
Smoking Crack with Hunter Biden
Member since Sep 2006
167237 posts
Posted on 5/20/15 at 10:13 pm to
I'm a man of the people, George.
Posted by CajunCommander
FloodZone
Member since Jan 2015
1844 posts
Posted on 5/20/15 at 10:27 pm to
I would agree with that. A 6" grade beam along the perimeter combined with a 4" slab would probably work just fine. Just be prepared to reinforce the GB's with at least 2ea #4's all the way around.

FWIW I'm an industrial guy. Don't have much experience with smaller at home projects. I do agree with the guy who mentioned the Home Depot employees tho. As long as you can supervise and know what you're doing.
Posted by Croacka
Denham Springs
Member since Dec 2008
61441 posts
Posted on 5/20/15 at 11:34 pm to
quote:

Make sure you have expansion joints in the appropriate places.



I think you know what you're talking about but in no way does he need an expansion joint
Posted by thermal9221
Youngsville
Member since Feb 2005
13236 posts
Posted on 5/21/15 at 12:48 am to
600sqft at 4" with a 8" deep by 6" wide will get you to need about 9 cuyd's which roughly will cost $900 give or take.

figure $100 for formwork
figure $250 for rebar
figure $700 for labor
figure $160 for tax

looks like $2100 plus or minus a couple hundred
this is assuming you set set the forms and rebar
if not add another $300
also, put a little bit of expansion pad if butting up to other existing concrete.
and have the place and finish guys sawcut a couple of control joints every 8x12 (or any variation but not to exceed 13' an any way) area to control cracking
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