WWTEng
Structural
- Nov 2, 2011
- 391
This question is in regards to one of the projects that we worked on a earlier this year. It's a large multi-purpose room (70'x100') with metal deck on long span steel joists, precast walls over shallow foundations. Location: Chicago area. SOG: 5" on 10 mil vapor retarder over 6" compacted fill. The slab was poured in April.
The owner is now considering putting a turf type of cover over the floor.
My question: The floor is regular 3000 psi normal weight conc. Is one year enough for the floor to dry out enough to place an un-breathable topping?
The owner is now considering putting a turf type of cover over the floor.
My question: The floor is regular 3000 psi normal weight conc. Is one year enough for the floor to dry out enough to place an un-breathable topping?