My first post...woo hoo!
My son needs a concrete slab poured at his main entry. It is being poured over 2 by 12 treated joists with treated plywood over it. The entry is over his root cellar. How thick should this slab be? What strength? How much re-rod? By the way, it is exterior but has a roof above.
A concrete contractor I know suggests a 5-6" slab, 4500psi, with re-rod in a 12"grid. Can anyone weigh in on this?
Many Thanks.
My son needs a concrete slab poured at his main entry. It is being poured over 2 by 12 treated joists with treated plywood over it. The entry is over his root cellar. How thick should this slab be? What strength? How much re-rod? By the way, it is exterior but has a roof above.
A concrete contractor I know suggests a 5-6" slab, 4500psi, with re-rod in a 12"grid. Can anyone weigh in on this?
Many Thanks.
