Anonymous
If waterproofing lap length is changed for a manufacturer’s reinforced joint, on site I insist on test data and a mock‑up before approval. Any quick field verification tips?
Best practices and templates for construction method statements, RAMS documents, work sequencing, and safe execution planning.
On-site: a "pour concrete as per spec" method statement is insufficient—confirm pre-pour inspections and the approved mix reference, or the first pour will likely be rejected.