AnimusVox
Structural
- Jun 17, 2015
- 45
I have a slab-on-grade that a client wants to put an epoxy coating on. I currently have a plate dowel specified at a construction joint and someone expressed concern that the plate dowel doesn't prohibit horizontal movement. Is a plate dowel inappropriate for this situation? The slab mix is typical, not a shrink-reducing mix or anything. Panel joints are around 10' on center. Your experience and comments are appreciated.