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Re: Geotechnical in Canada[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Geotechnical in Canada
- From: nma <nma(--nospam--at)nma-se.com>
- Date: Thu, 06 Feb 2014 10:50:25 -0800
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Yes - getting a draft is an excellent idea, although this is many times impossible. There are instances where the soil report was prepared prior to my obtaining the project. Another thing is having the field excavation being signed off by a different geotechnical firms's inspector; had this happen many times in the Los Angeles area where we had designed a number of monopoles. Inspection problems are not rare. One time a city inspector called me about a drilled shaft about to be filled with concrete. (The trucks were standing by). But the soil engineer and I were still arguing about the design and depth of the 6 foot diameter pier and the city permit had not been issued. The point was where the passive pressure started (turned out at 10 feet). The eventual design went about 25 feet and the geotech was subsequently fired by his client. The concrete trucks were sent home.
Regards, Neil On 2/6/2014 10:35 AM, Daryl wrote:
Gentlemen,Essentially, I agree with Neil with one minor adjustment. I always preferred to get a draft of the report where possible. This ensured that what I needed/wanted in the report was in the report; it eliminated the need for addendums; it reduced the amount of incorrect paperwork in circulation; it and it reduced the amount of printing and other costs on behalf of the consultant. The only cost was that it may have delayed the delivery of the report for a day or so while I read it.Regards, Daryl On 06/02/2014 9:35 AM, nma wrote:Scary. Bill is correct. You must read these reports - sometimes you will send them back to complete their job. Sometimes you have to have them modify their reports. If they gave you something over the phone, make sure that it gets in writing eventually. I like to have them look at my design/calcs to
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