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RE: code soil values vs. site specific values

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Geotechnical investigation, of course. To do otherwise would be to bring
upon oneself a degree of liability that we as structural engineers are not
typically in a position to gauge.

-----Original Message-----
From: seaint-return(--nospam--at)seaint.org [mailto:seaint-return(--nospam--at)seaint.org]
Sent: Thursday, April 13, 2000 12:42 PM
To: seaint(--nospam--at)seaint.org
Subject: code soil values vs. site specific values

Do you typically use code given soil profile types or do you do a detailed
site investigation involving geotechnical information?