Lifting a sinking footer?
A client has a house and the back corner aprox. 16 x 16 built on fill and has settled 3 to 4" in the last 10 yrs.
The slab is 10" x 24" with 2 bars and probably 3000 lb. concrete and a 4" slab with wire on top with a walk out basement and main floor above.
He proposes digging 3x3 ( could be 4x4 depending on the soil we encounter) pads every 8 feet down to hardpan, deep enough to leave room above the pads and below the footer to use hydraulic jacks to lift the footer, slab and house. Then after installing temp support, fill above the pads to the footer with concrete.
With 3x3 pads, 8' centers, after the area above the pads and below the
footer is filled that would leave approx 5' of unsupported 10" x 24" footer between the pours.
I think we could lift this but would wreck the footer, and if we could lift
everything without ruining the footer, would a 10 x 24 " footer span 5' ?
I'm for digging under the footer to hardpan and pouring suitable pads enough to support the existing footer, the lifting the house and filling under the
plates. So before I call the engineer, any thoughts, has anyone lifted a
footer with any success? yes I think this is nuts FDC
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