s219
Super Member
- Joined
- Dec 7, 2011
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- 8,548
- Location
- Virginia USA
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- Kubota L3200, Deere X380, Kubota RTV-X
So I'm about to fill my semi-custom ballast box, and am debating whether to fill with dry mix, or go through the routine of mixing the concrete with water.
Dry concrete mix is about 160-165 pounds per cubic foot (assumes minimal air), whereas wet mix ends up curing at 145 pounds per cubic foot. For my size box, dry mix will result in about 90-95 pounds more weight overall.
I know over time, the dry mix will setup hard, so in the end the results will be more or less the same -- a solid block of concrete in the box.
Anybody have a reason to avoid the dry mix? Only disadvantage I can think of is dust, so I'd have to cover the box. Or could fill primarily with dry mix and then cap off the top with a wet mix layer.
Dry concrete mix is about 160-165 pounds per cubic foot (assumes minimal air), whereas wet mix ends up curing at 145 pounds per cubic foot. For my size box, dry mix will result in about 90-95 pounds more weight overall.
I know over time, the dry mix will setup hard, so in the end the results will be more or less the same -- a solid block of concrete in the box.
Anybody have a reason to avoid the dry mix? Only disadvantage I can think of is dust, so I'd have to cover the box. Or could fill primarily with dry mix and then cap off the top with a wet mix layer.