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Don't return 'em to me; we don't take them back.

An 80# bag of regular concrete mix is .66 cubic foot. That is the size of the bag, and has nothing to do with the weight. A pallet of 80# Concrete mix (42 bags) is a CuYd (27.72) of concrete for purposes of guesstimating.

A cubic foot of Type I portland weighs 94#
An approximate (a tad less) cubic foot of Masonry Cement weighs 70# (N) or 75# (S).

A five gallon bucket filled to the top ring is 1 CuFt.

Thanks for straightenin' that out, T . . . :thumbsup:
 
Thanks T. Now my head is really spinning. I'm glad we don't use sack mixes much.

Stacker, they let you buy when you're naked, but you get arrested when you return in the buff.
 
Don't return 'em to me; we don't take them back.

An 80# bag of regular concrete mix is .66 cubic foot. That is the size of the bag, and has nothing to do with the weight. A pallet of 80# Concrete mix (42 bags) is a CuYd (27.72) of concrete for purposes of guesstimating.

A cubic foot of Type I portland weighs 94#
An approximate (a tad less) cubic foot of Masonry Cement weighs 70# (N) or 75# (S).

A five gallon bucket filled to the top ring is 1 CuFt.
Does a .66 cubic foot of dry mix = .66 cubic feet of wet concrete or would the three halves rule apply?

Just cover the extra bag real good until it gets wet than return it.
 
I have to lay out a slab for a 45 gal air compressor. The measurements for what I have framed are;
34"in length x 33.5" in width x 5" deep,,,
How many 80 lb bags of Quikcrete will I need to use???
I know it will take .097512 yards + 5% = .102388 yards. So how many 80 lb bags will I need to mix for this slab??:hang:

Just read the bag, it's on there.:rolleyes:
 
Sorry if I'm late posting on this, but I'm with pipe, 1 cubic foot is almost 7 1/2 gallons, or five gallons is .6684 cu. ft.

An 80lb. bag fits about perfect into a 5 gal.
Howdy all,

I'm new, and will just go ahead here and start stupid...

I'm forming up for a set of steps against a stone house (stone-rubble construction). The bottom step is about 100"W X 52"D. There are 3 treads each on two sides of the small staircase ending at a landing to the front door. The rise / run is 7" / 11".

The form is up against the house, and will join the steps to the house with rebar; the steps are on either side of the form. There are no steps approaching the house from the front- there will be a railing across the front and down the sides, at the outside edge of the 'treads' as they go to the ground.

The form is in 3 stacked and strapped-together sections, made of ledger-board (1x6), each section ending at a successive step on either side. The dimensions of each form section are:
Step 1) 100"W X 52"D X 7" Rise
Step 2) 78"W X 52"D X 7" Rise
Step 3) 56"W X 52"D X 7" Rise

So I don't do much concrete work, but it's part of a job and here I be. I'm a little confused, still, about how to go about calculating how many bags (renting a mixer) to use. I come up with some pretty outrageous numbers...

I would just hire a concrete company, but the house is in a logistically-challenging situation and a truck will be hard-pressed to get a chute over to the spot.

Please pardon my obtuseness... or have at it! But any (useful) advice would be great! Thanks.
 
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