rtimg
07-05-2004, 06:56 PM
Does anyone have experience with using "flowable fill" under foundation footing? I have received several opinions on the matter. Most informed opinions are positive, but I have encountered a few negative comments too.
My home is being constructed on moderate shrink-swell soils. The 24" wide continuous trench footings were dug from between 30 inches to 40 inches deep. Flowable fill was used to bring the level to about 12 inched from the grade, with 10" of concrete as the footing placed on top of the fill. The builder says he used 200 psi flowable fill (cement, sand, fly-ash and water).
I want to know how common this practice is, and if anyone has long-term experience with this method of foundation construction. I can't get past the reasoning of another builder that told me putting the footing on the bearing soils directly makes much more sense. He is no engineer, but his reasoning is irrefutable- the flowable fill layer between the bearing soils and the footing is a variable in the integrety of the foundation that is unnecessary (if willing to spend a little more money). Still, civil engineers have told me to stop worrying.
What do you all think?
My home is being constructed on moderate shrink-swell soils. The 24" wide continuous trench footings were dug from between 30 inches to 40 inches deep. Flowable fill was used to bring the level to about 12 inched from the grade, with 10" of concrete as the footing placed on top of the fill. The builder says he used 200 psi flowable fill (cement, sand, fly-ash and water).
I want to know how common this practice is, and if anyone has long-term experience with this method of foundation construction. I can't get past the reasoning of another builder that told me putting the footing on the bearing soils directly makes much more sense. He is no engineer, but his reasoning is irrefutable- the flowable fill layer between the bearing soils and the footing is a variable in the integrety of the foundation that is unnecessary (if willing to spend a little more money). Still, civil engineers have told me to stop worrying.
What do you all think?