- Location
- Logan, Utah
I don't see where that would be much different than if the had elected not to have the concrete deck and just had grass.
(You would, of course have your #8 bond, but bonding to the steel would still just be in the dirt)
The steel is the perimeter equipotential bonding grid and the clamp connects an isolated metal fitting for connecting a slide or diving board. If the rebar rusts away then the connection to the metal fitting will be lost.
Chris
Ok, fill us (me in particular) in on what all needs to be done here.
Bill the rebar is sitting in the dirt. In time it will rot away as rebar is not listed for that. If the rebar is used to bond then the connection will be lost over time after the rebar disintegrates. The rebar needs to be off the dirt. If it is off the dirt then it is fine.
As I understand it the ACI (American Concrete Institute) does not condone rebar in direct contact with soils. Of course, this is from a structural standpoint but the rebar will eventually rust away and the bond, as Chris pointed out, will be lost.
Pete
Correct, ACI 318 does not permit steel reinforcing bars to be located with 2" of the soil. That is why I failed the inspection, for the rebar to meet 680.26(B)(2)(a) it must be located within a concrete slab with a minimum cover of 2" or the rebar will rust away.
Chris
Were you doing the electrical or building inspection? If building, how do you like to see the rebar held up so that it gets encased?
Why is connecting dissimilar metals together ok when it comes to copper / steel rebar why can?t split bolts listed for direct burial with a divider be used to separate the copper to steel connection.
How does one address when the pool shell rebar is turned out and there is no concrete deck ? (grass or pavers )
I know we establish an equipotential bond with a #8, but what about the connections to the rebar ? Make them concrete encase the bar ?