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RE: Spec needed for 3000 psi concrete

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NEVER specify a mix design. They are far too idiosyncratic. You don't know
the materials commonly used by whatever supplier will be used--you probably
don't even know the supplier.


If the client, Building Official, owner, whomever, is asking you as engineer
to submit a mix design, then you need to make them familiar with the
pertinent portions of ACI 310, 315 or 318 covering the responsibilities of
the engineer or specifier.

> -----Original Message-----
> From: Scott Maxwell [mailto:smaxwell(--nospam--at)] 
> Sent: Saturday, October 09, 2004 7:13 AM
> To: seaint(--nospam--at)
> Subject: Re: Spec needed for 3000 psi concrete
> The other thing to be careful of is to be clear on what 
> Dennis was really asking for.  Did he want a concrete spec?  
> Or did he really want a actual mix design?

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