slab on grade thickness
slab on grade thickness
(OP)
I have specified a 4" thick slab-on-grade for most projects that do not have wheeled traffic or heavy equipment. Recently, one of my architectural clients started requiring that I show a 5" slab-on-grade instead of the 4". Their reasoning is that the 5" slab is the new industry standard. Did I miss some articles or a meeting about this? Anyone else changing from 4" slabs to 5" slabs? My old boss used to spec 5" slabs but I changed back to 4" slabs after starting my own business because contractors were always wearing me out about the extra concrete costs. Just curious if 5" is becoming the new 4".






RE: slab on grade thickness
RE: slab on grade thickness
Kaiser
RE: slab on grade thickness
RE: slab on grade thickness
RE: slab on grade thickness