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09-20-2009, 05:14 PM
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#1
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Newbie
Join Date: Sep 2009
Posts: 3
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Concrete Pillars Raising Deck
My deck posts are resting on concrete pillars that are four feet in the ground. My deck raised up the last two years and I have it leveled and resting on jacks. Should I remove the pillars and place the posts on slabs above ground or as someone suggested to me, use "Elephant Feet" for a new footing.
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09-23-2009, 09:07 AM
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#3
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Newbie
Join Date: Sep 2009
Posts: 3
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Concrete Pillars Raising Deck
Thank You
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09-23-2009, 10:30 AM
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#4
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Member
Join Date: Oct 2006
Location: Minneapolis/St. Paul, Minnesota - Latitude 45.057 Longitude -93.074
Posts: 3,332
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Concrete Pillars Raising Deck
The raising could be from several sources.
1. The concrete "posts" were not deep enough for your frost exposure. Where are you located?. Usually the required values force people to be well below the frost line, but in some cases, exposure (north facing), lack of snow cover can produce a greater frost depth.
2. If the "posts" were hand dug and the holes was filled with concrete, the resulting surface can be rough or scallop ed and the soil can freeze to the rough face and raise the concrete as the ground freezes downward an created ice lenses starting at the surface and progressing down to the final frost depth when there is sufficient moisture if the soil is frost susceptable.
The second is rarely an issue if Sonotubes (waxed forms/molds) are used because the surface is not likely to be pulled up by the surrounding soil. There are the usual enlarged bases that can be used with Sonotubes. These are usually used to create a larger footprint to increase the bearing area is the soil is bad. the ability to resist the frost heaving is over-rated if the bottom is not deep enough since the entire ground above the frost level goes up as the frost proceeds deeper.
Putting the deck on a surface pad will not stop the heaving, since the heaving is measured as the difference between the house (or other piers) and where you measure the heaving. If everything goes up the same amount, there is no noticeable heaving. - That is why roads can heave, but if the difference between two places cannot be seen, it is not though of as being heaved.
If you do replace the pires, make sure there are deeper and you do what you can to keep the water draining away from the area.
Dick
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09-23-2009, 11:02 AM
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#5
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Newbie
Join Date: Sep 2009
Posts: 3
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Concrete Pillars Raising Deck
The holes were dug 4 ft. below ground and the concrete was free poured and does have a rough and scalloped surface as you mentioned. When the holes were dug, there still was some water at that depth. Someone suggested using "elephant feet" which I'm guessing is some sort of pad for the bottom of the hole.
Thank You for your input
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09-23-2009, 11:27 AM
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#6
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Member
Join Date: Oct 2006
Location: Minneapolis/St. Paul, Minnesota - Latitude 45.057 Longitude -93.074
Posts: 3,332
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Concrete Pillars Raising Deck
The "elephant feet" or whatever they are called are usually used with a tube form like Sonotubes.
When you backfill, do not use just "dirt", but sand gravel and rock.
Free pouring or just filling the holes use a lot of concrete and it leaves a rough surface that will attach to the soil as it freezes.
Dick
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09-23-2009, 12:54 PM
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#7
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Concrete & Masonry
Join Date: Nov 2008
Location: Wisconsin
Posts: 2,273
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Concrete Pillars Raising Deck
Quote:
Originally Posted by concretemasonry
The raising could be from several sources.
1. The concrete "posts" were not deep enough for your frost exposure. Where are you located?. Usually the required values force people to be well below the frost line, but in some cases, exposure (north facing), lack of snow cover can produce a greater frost depth.
2. If the "posts" were hand dug and the holes was filled with concrete, the resulting surface can be rough or scallop ed and the soil can freeze to the rough face and raise the concrete as the ground freezes downward an created ice lenses starting at the surface and progressing down to the final frost depth when there is sufficient moisture if the soil is frost susceptable.
The second is rarely an issue if Sonotubes (waxed forms/molds) are used because the surface is not likely to be pulled up by the surrounding soil. There are the usual enlarged bases that can be used with Sonotubes. These are usually used to create a larger footprint to increase the bearing area is the soil is bad. the ability to resist the frost heaving is over-rated if the bottom is not deep enough since the entire ground above the frost level goes up as the frost proceeds deeper.
Putting the deck on a surface pad will not stop the heaving, since the heaving is measured as the difference between the house (or other piers) and where you measure the heaving. If everything goes up the same amount, there is no noticeable heaving. - That is why roads can heave, but if the difference between two places cannot be seen, it is not though of as being heaved.
If you do replace the pires, make sure there are deeper and you do what you can to keep the water draining away from the area.
Dick
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These were my exact thoughts also Dick when I read this post last night. I didn't want to comment, as once before when I suggested on here that frost can "pick" at the sides of a rough surface & heave it, I was shut down by others. I was told by a few others on here that sonotubes were merely used to save concrete. My first hand experience with frost & foundations definately tells me otherwise, though.
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09-23-2009, 04:31 PM
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#8
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Moderator
Join Date: Mar 2009
Posts: 8,780
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Concrete Pillars Raising Deck
jomama45, don't take it so personally. The ones answering on the forum have far different levels of knowledge and experience. Some have a lot of posts to their credit yet have no experience other than building one addition or remodeling one house. Yet with so many numbers, you'd think they really knew what they were talking about. But as they parrot something they heard once, they soon put their foot in their mouth! I encourage you to keep posting as that's the best way to learn and it's a lot more fun with more people involved!! We are never too old to learn.
As in my previous post above, the Google book article mentions plastic on the sides of the sono's to create a slip surface, connecting a square footing to the sono's, and back-filling with gravel to the sides and bottom of the footing. I forgot this, using foam: http://www.oikos.com/esb/43/foundations.html
Be safe, Gary
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