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RE: Soils Reports[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Soils Reports
- From: Neil Moore <nma(--nospam--at)omsoft.com>
- Date: Tue, 22 Jul 2008 11:33:56 -0700
Yes, we're in the same area. The site was just west of Hiway 280. If I remember correctly, Sharon Heights was notorious. The contractor isolated the grade beams andj chipped out the extra concrete. That didn't solve the problem either. I remember using Soils Engineering Construction from Redwood City to determine the depth of one of the exterior piers. First time I saw a fellow dig a 2x2 shaft beside a pier full depth. Another problem was the chimney pad and piers - it didn't seem to go anyplace, but the rest of the house.
I don't remeber what the outcome was for the final fix.
A lot of projects that we did in the 70's and 80's had foundations that were more expensive than the house itself.
At 10:47 AM 7/22/2008, you wrote:
Neil, I recall years ago a similar situation with expansive rock in an area around Stanford, but I think it was in Sharon Heights. The buildings were constructed on pier and grade beam without knowing about the expansive rock that the piers were drilled into. Later I worked on a new house on the stanford campus. It had expansive rock, and isolating the grade beams would not solve the problem because the pier itself was subject to raising even if the grade beams had a void space.
From: Neil Moore [ mailto:nma(--nospam--at)omsoft.com]
Sent: Tuesday, July 22, 2008 8:22 AM
Subject: RE: Soils Reports
Yes, that's the kind of stuff we see here in "Cali" also. Had one case in Woodside where there was two different types of rock running diagonally under the house with a clayey overburden. The house was on piers but there was expansive soil above the rock and no one provided some sort of space under the grade beams or considered the drag on the sides of the piers. Also the top of the piers had extra concrete at the top which also contributed. Had a good investigative geotech as I had wasn't aware that some rock expands.
House was trashed by the movement but the people were still living in it - beautiful house - exclusive setting - maybe worth 7 mil. No mold at that time.
At 07:12 AM 7/22/2008, you wrote:
I don?t know about Cali, but in my neck of the woods, we have vastly varying soils within a subdivision. Just going across the street we see a completely different soil. One house I had to do a condition assessment on was built ½ on an expansive clay and the other ½ on a collapsing sand. You should have seen the look on the Geotech when they were running a water level. Turns out a deep foundation should have been required, and we ended up doing a helical pier underpinning effort. In N.W. Wyo, I recommend it to everyone building to get a geotech report. For us, it?s more than just soil bearing pressure, but also soil reaction. Don?t know what the soils are like in Cali.
From: Steve Gordin [ mailto:sgordin(--nospam--at)sgeconsulting.com]
Sent: Monday, July 21, 2008 6:27 PM
Subject: Re: Soils Reports
It was discussed earlier in the year. In my experience, in 80% of the projects, 1,000 PSF suffices (as it should), if not - find a geotech familiar with the area to write a memo reflecting the requirements of the 2007 code (another 15%), if not - then a full blown soil report will be required.
V. Steve Gordin, SE
- ----- Original Message -----
- From: Pinyon Engineering
- To: seaint(--nospam--at)seaint.org
- Sent: Monday, July 21, 2008 14:37
- Subject: Soils Reports
- In the new 2007 California Building Code -- section 1802 requiring a soils report for all new projects - even single family homes! what is the reason for this . Do the geotechnical engineers need more work - Were there any spectacular failures I missed that caused this provision?
- any comments or insight
- Tim Rudolph
- Bishop CA
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