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- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: GPR
- From: Harold Sprague <spraguehope(--nospam--at)hotmail.com>
- Date: Thu, 26 Aug 2010 13:22:53 +0000
It depends on the sophistication required for the NDT. If I am just locating rebar, it is one issue. A lot of engineers will do that. If the NDT is to determine continuity on an auger cast pile 40 feet long, it is best left up to a guy like Larry Olson. |
We do work all over the world and the confidence in foreign locations is variable. I generally suggest hiring Mr. Olson's firm.
Regards, Harold Sprague
Date: Thu, 26 Aug 2010 01:29:29 +0300
Subject: Re: GPR
thank you for this link. It's quite a lot of stuff there and I have dedicated a good deal of time to explore it.
Mr. Olson's work is quite impressive. My team is believed to be well-equipped and pioneering new technologies here within our physical reach but it's the whole other level of technology that I see at his website.
Speaking of NDT, is it a normal practice in the U.S. to subcontract it to a provider from a remote location (and even as remote as another state) or it would be the case for really complex situations? In other words, is the average daily NDT practice as technology- and innovation-intensive as one could infer from the link you've shared?
On 24 August 2010 19:52, Harold Sprague <spraguehope(--nospam--at)hotmail.com> wrote:
Civil/Structural design & inspection engineer, CAD professional
MSc Structural engineering, Ph.C. Engineeringhttp://bausk.wordpress.com
ONILAES Lab at PSACEA
Tel. +38 068 4079692
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