Saw a crew in Amarillo pour a 40x60 slab with no control joints laid out, and half the guys on site said they were fine | Concrete Finishers - Topic Shares
Saw a crew in Amarillo pour a 40x60 slab with no control joints laid out, and half the guys on site said they were fine
The foreman told me they were banking on the mix design to hold it, but I watched two other finishers argue the whole pour about whether saw cuts at 12 feet would've saved it, so I'm curious where everyone lands on cutting wet vs waiting it out.