Connection to the Concrete Encased Electrode

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I don't know if it was good stuff but thanks. :smile:

At the very least it got some thinking going.

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CEE Rebar Stub Out? I don't think so
I thought it was good stuff.
 
From your other post
I assume you mean that the GEC stops at the point which the #4 exits the concrete.

Suppose I stub up a piece of rebar-- do I have to use a irreversible connection onto the rebar. I am thinking the grounding electrode can extend above the concrete and a #4 can continue with a split bolt or any approved splicing method.

This has been a subject of great debate in the past. I don't know that in the past there was ever a concensus on when the CEE ends and the GEC begins. It has been common pratice in my area to see a short section of rebar stubbed up out of the foundation and clamped onto the GEC with a non-irreversible clamp. I have accepted this in the past and do not see this as a problem as long as the connection remains accessible.

I do agree with Bob. Per the NEC definition I don't think the rebar stub out of the foundation is really the CEE.

Chris
 
It has been common pratice in my area to see a short section of rebar stubbed up out of the foundation and clamped onto the GEC with a non-irreversible clamp. I have accepted this in the past and do not see this as a problem as long as the connection remains accessible.


I would think that since no electrodes require an irreversible GEC connection that the stub wouldn't require one either.
 
Any portion of a ground rod that is left not driven into the earth is not part of the electrode either, since the entire rod is required to be driven.
 
Any portion of a ground rod that is left not driven into the earth is not part of the electrode either, since the entire rod is required to be driven.


The requirement is actually for 8' of the rod to be buried. Certainly a 10' rod could stick out the ground 24" and still qualify as an electrode.
 
It has been common pratice in my area to see a short section of rebar stubbed up out of the foundation and clamped onto the GEC with a non-irreversible clamp. I have accepted this in the past and do not see this as a problem as long as the connection remains accessible.

Chris....on side note, would you consider the GEC connection to the main bonding jumper located in the section of a service that is sealed by the POCO as accessible? My AHJ says "no". I say "yes" because it is accessible without damaging anything but a couple of POCO seals.
 
Let's revisit the picture and note that there's a piece of paper under the lower bolt of the ground assembly!
 
If they install two rods as outlined in 250.52(A)(5) and install a Grounding Electrode Conductor to the rods that is sized to 250.66(B) wouldn?t it be acceptable to install a bonding jumper from the rods to the tail left on the concrete encased electrode and connect with an ordinary split bolt as outlined in 250.53(C)?

Sounds like a simple fix to me!

No one has said if this would work for the original post.

Well would it?

I added the red words from my original post for clarity
 
Originally Posted by jwelectric
If they install two rods as outlined in 250.52(A)(5) and install a Grounding Electrode Conductor to the rods that is sized to 250.66(B) wouldn?t it be acceptable to install a bonding jumper from the rods to the tail left on the concrete encased electrode and connect with an ordinary split bolt as outlined in 250.53(C)?

Sounds like a simple fix to me!

No one has said if this would work for the original post.

Well would it?

I added the red words from my original post for clarity

When daisy-chaining bonding jumpers one has to be careful. Rods are permitted to have #6 cu yet CEE requires #4 cu. This #4 cu would not be permitted to reduce to #6. 250.64(F)
 
Originally Posted by jwelectric
If they install two rods as outlined in 250.52(A)(5) and install a Grounding Electrode Conductor to the rods that is sized to 250.66(B) wouldn?t it be acceptable to install a bonding jumper from the rods to the tail left on the concrete encased electrode and connect with an ordinary split bolt as outlined in 250.53(C)?

Sounds like a simple fix to me!


When daisy-chaining bonding jumpers one has to be careful. Rods are permitted to have #6 cu yet CEE requires #4 cu. This #4 cu would not be permitted to reduce to #6. 250.64(F)

Yes I did say that the GEC to the rods was to be sized according to 250.66(B) which would be a #4 going to the rods and then on the the tail left for the CEE where a split bolt could be used.

Is this correct?
 
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