Posted By jdebree on 24 Oct 2012 06:32 AM
As for CMU- I have seen many pictures of an out-of-control car crashing through a CMU house. Try that with ICF- ouch!
CMU's don't have the same strength as a monolithic 6" or thicker ICF wall. CMU's are sometimes hollow or they fill every other row, either way I've never seen them vibrate the pour in residential CMU applications and most pours cannot exceed 4 feet in height. You end up with quite a few cold joints. ICF's provide the ideal curing environment for concrete. The concrete is protected from wind and extreme heat and cold. Wind wicks away moisture and a CMU walls strength during curing can be affected by high winds, heat and cold.
CMU's have their place but ICF has a lot going for it that CMU's don't. The market is slow to change and you will have masons that will fight you tooth and nail about ICF. Others simply refuse to adapt to new technology.
Here in AZ, cars crash through CMU walls all the time, the entire wall assembly falls even at slow speeds. The walls are mostly hollow, with little to no concrete inside. I ripped into a CMU wall in a home here in AZ (built in the 1980s) and the CMUs were hollow with occassional concrete fills here and there but even then there were A LOT of voids.
I just poured a concrete column using the cardboard tubes. I used 5,000 psi mix with the ideal concrete to water ratio as stated by the manufacturer. After filling the tube to the rim I used a rod to remove any air pockets in the column and the concrete dropped about 8". Think about that. A 48" tall by 10" wide column had 8" of trapped air inside of it.

The concrete is NOT wet, it is shown here after 72 hours of curing and after the tube was removed. I wet down the column to help with curing it but it is 72 hours cured and at 2,000 psi at this point.