Ricky Posted September 25, 2008 Report Share Posted September 25, 2008 1925 construction, concrete foundation supporting brick stem wall has heavy spalling due to rusted rebar. How serious a problems is this and how is it repaired. Thanks Image Insert: 118.06 KB Quote Link to comment Share on other sites More sharing options...
Ricky Posted September 25, 2008 Author Report Share Posted September 25, 2008 Also, no signs of movement observed at brick stem walls around structure. Worried about future problems with spalling foundation in crawlspace. Quote Link to comment Share on other sites More sharing options...
resqman Posted September 25, 2008 Report Share Posted September 25, 2008 Have the foundation further evaulated by a professional engineer with structral experience to determine extent of damaged and design a repair. Quote Link to comment Share on other sites More sharing options...
kurt Posted September 25, 2008 Report Share Posted September 25, 2008 You're going to get a full range of possiblities from everyone, including engineers. I've seen engineers sign off on stuff like this, and I've seen them want to evacuate the property for fear of catastrophic failure. God Bless the engineers, but....... How about just telling the folks the foundation is falling apart due to all the stuff you've described, and to get a concrete repair company in to tell them how much it's going to cost to fix it? It doesn't look particularly complicated. A real fix might also include a discussion of dealing with the water that caused the problem in the first place. Quote Link to comment Share on other sites More sharing options...
Les Posted September 26, 2008 Report Share Posted September 26, 2008 As Kurt posted. Every engineer will have different opinion, especially if another engineer's opinion is known. Quote Link to comment Share on other sites More sharing options...
Ricky Posted September 26, 2008 Author Report Share Posted September 26, 2008 Foundation company said exactly that. Take care of moisture problem and repair wall. He was not overly concerned about spalling, more concerned about moisture. thanks Quote Link to comment Share on other sites More sharing options...
hausdok Posted September 26, 2008 Report Share Posted September 26, 2008 Hi, I think any good contractor can figure out what to do with that without getting an engineer involved. By the look of it, I think the spalling has run its course. If if I ran into that I'd just chip away the worst of it, paint it with binder, wrap a form around it that provide an addition 6 inches on all sides, lay in some rebar, and place a 5,000 psi collar around the whole shebang. Then I'd figure out what to do about the water and do it. It'd be good for another 100 years. OT - OF!!! M. Quote Link to comment Share on other sites More sharing options...
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