jfudo
Structural
- Feb 11, 2004
- 19
48" wide, 8" hollowcore planks arrived at jobsite this morning with approximately 1/3 of them have at least one crack in the top surface aligned with the cores. Contractor said it is typical, but I've never seen or heard of it happening before. I can't seem to find any guidance on how to handle it. It seems to me that the strength of the plank hasn't been compromised, and it is to receive a topping. Should this be rejected? (obviously will seriously affect the schedule of the project and winter is coming)