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Re: Embedded Pole

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        I don't have any published reference on the subject; but you might try extrapolating with the information you already have.  First try the diameter of your pole in gravel then try the diameter of your hole filled with gravel in the soil you have (like clay maybe).
        Just a thought.
H. Daryl Richardson
----- Original Message -----
Sent: Tuesday, January 30, 2007 7:53 AM
Subject: Embedded Pole

It is not uncommon for a directly embedded pole (sign column, traffic signal pole, utility pole, etc.) to have a concrete "collar" cast around it.  This is typically done by setting the pole in the drilled hole and then backfilling with concrete.  The result is an increased width of the structure which increases the resistance to overturning.  Pretty standard stuff.
But how about if tamped gravel is used rather that concrete?  It stands to reason that the gravel should provide greater capacity than just the pole alone, but certainly less that the concrete collar.  Does anyone know of a reference addressing this?

David Finley
M. David Finley, P.E., P.A.
2086 SW Main Boulevard - Suite 111
Lake City, FL  32025