To: "INTERNET:seaint(--nospam--at)seaint.org" <seaint(--nospam--at)seaint.org>
Subject: code soil values vs. site specific values
From: merrick group <merrickgroup(--nospam--at)compuserve.com>
Date: Fri, 14 Apr 2000 14:36:04 -0400
Section 1805 describes when to use a soils engineer.
Footings with more than a continuous load of 2 k/ft or 50k at isolated
I have deisgned with and without soils reports.
Without, is mostly with the UMB provisions.