JLSE
Structural
- Oct 2, 2018
- 62
A contractor wants to use a slab on grade, atop three or four feet of gravel fill. I have heard recommendations to use anywhere from 3/8" to 3/4" consolidated crushed rock.. I have heard recommendations to use well graded and compacted base 3/8" minus.... and even ASTM C-33 sand.
Can't seem to find any documentation on it...
Can't seem to find any recommendations on how to prepare the site either.... whether benching is required, etc.
Any recommendations here?
Can't seem to find any documentation on it...
Can't seem to find any recommendations on how to prepare the site either.... whether benching is required, etc.
Any recommendations here?