|
|
Thread Tools | Search this Thread | Display Modes |
|
|
#1 |
|
Registered User
Trade: general
Join Date: Jan 2009
Posts: 1
|
Structural Fill
After test borings it was recommended that the footers were to be undercut 3 feet under and twice the width of the bearing concrete. It is to be back filled and compacted with 2B crushed stone. I questioned this and think that 2A or 2A modified would compact better. Should I just shut up and give them what they want or persist?
|
|
|
|
|
|
#2 |
|
I'm a Mac
Trade: ICF Construction
Join Date: Apr 2007
Location: Hog Town
Posts: 3,266
|
Re: Structural Fill
Engineers get paid well to decifer and specify what needs to be used. Follow their recommendations as written and have them inspect when you are finished and you are safe.
Nothing wrong with asking questions to the engineer, I do, but remember they are tempermental, so it's not what you ask, it's how you ask.
__________________
Chris |
|
|
|
|
|
#3 |
|
Pro
Trade: Painting Contractor
Join Date: Dec 2006
Location: New Jersey
Posts: 298
|
Re: Structural Fill
You might get a good response in the contractor area, not too many painters can give you a good answer.
|
|
|
|
|
|
#4 | |
|
A bit abrasive.
Trade: Painting
Join Date: Sep 2008
Location: KC KS/MO
Posts: 1,529
|
Re: Structural FillQuote:
__________________
My advice: Hire a real painter to do it. |
|
|
|
|
![]() |
| Tags |
concrete, footers, structural backfill ![]() |
| Thread Tools | Search this Thread |
| Display Modes | Rate This Thread |
|
|
Similar Threads
|
||||
| Thread | Thread Starter | Forum | Replies | Last Post |
| Floor fill won't adhere to old concrete floor: help?? | shaane | Flooring | 4 | 12-29-2008 11:21 PM |
| What was the name of this toilet fill valve? | stp57 | Plumbing | 6 | 11-26-2008 11:04 PM |
| Deep fill under garage slab | lazerguy | Masonry | 9 | 09-06-2008 02:23 PM |
| Patio & spa pad over fill questions | deckman22 | Concrete & Paving | 4 | 01-27-2008 06:14 PM |
| Slab on Grade fill options? | James Ellis | Construction | 10 | 10-24-2006 01:55 AM |
| Go to Page... |
