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RE: Augercast piles

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 TAKE MOMENT AT POINT OF FIXITY FROM LATERAL LOADS FOR REINFORCEMENT

> ----------
> From: 	Edward Jonson[SMTP:edjonson(--nospam--at)email.msn.com]
> Reply To: 	seaint(--nospam--at)seaint.org
> Sent: 	Saturday, May 15, 1999 7:24 AM
> To: 	SEOC
> Subject: 	Augercast piles
> 
> I have a project in zone 3 with augercast piles, and the soils engineer
> has
> given me the following design criteria:  16 inch dia piles, allowable load
> 100 K, depth to fixity 10 feet.
> My question is, is there a minimum amount of vertical reinforcement?
> Thanks
> 
> Ed Jonson
> 
> 
> 
> 
>