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RE: Spec needed for 3000 psi concrete

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I disagree. ACI 318/315/301 give the "division of labor" between engineer and constructor. We engineers DO have a responsibility to be precise in our specification of material requirements.


From: David Maynard [mailto:davemaynard(--nospam--at)ceincorp.com]
Sent: Friday, October 08, 2004 12:57 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Spec needed for 3000 psi concrete

Dennis,
 
I tend to agree with Joe on this one.  Really let your contractor do the work.  The more guidance you give him, the more liability you accept on the project.