Galambos
Structural
- Jun 27, 2005
- 231
My contractor has decided to use Type I Cement Grout underneath the baseplates of our 5 story building rather than use non-shrink grout spec'd in our drawings conforming to ASTM C1107.
We are at a point where we need to find some evidence that his grout is unacceptable. What makes it more complicated is that we are on the same team. So, does anyone know of a reference that shows that non-shrink grout is the only acceptable type or that masonry grout is not acceptable?
Again, I am not looking for anything but references. I fully understand what non-shrink grout is intended for and how it acts, but i'm not finding many references in the literature.