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Pouring Concrete Grade Beams

I have 2 comments about that, 1st is it looks like a awful small crew for the number of beams. Secondly, do you know what kind of building it's going to be? It's a pretty heavy foundation including the Piers for the size of the building!
 
I would guess it could be on expansive soil. In my distant past, I worked on an elementary school, single story, with 24X30 grade beams, massive rebar, on 6" form void, with 24' piers. Expansive soils were the reason.
 
I have 2 comments about that, 1st is it looks like a awful small crew for the number of beams. Secondly, do you know what kind of building it's going to be? It's a pretty heavy foundation including the Piers for the size of the building!
There is a crew of about 14 there, you only see one little view. This is going to be a 2 story firehouse that will be all CMU with lots of tie beams along with a concrete deck for the 2nd floor and concrete roof. The pilings are 35' deep and 14" round with steel cages. This is on a barrier island with sand and muck in an AE zone, right across the street from a VE zone as the ocean is just across the street.
 
There is a crew of about 14 there, you only see one little view. This is going to be a 2 story firehouse that will be all CMU with lots of tie beams along with a concrete deck for the 2nd floor and concrete roof. The pilings are 35' deep and 14" round with steel cages. This is on a barrier island with sand and muck in an AE zone, right across the street from a VE zone as the ocean is just across the street.
I figured it may be for expansive soils but I was wondering about the pilings, being on a barrier island explained that!
 
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