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Shoutout to the crew that helped me after a bad pour in Spokane
Honestly, we had a 40-yard pour for a warehouse slab last Tuesday and the mix from the plant was way too wet, like soup. We tried to work it but it just started bleeding out and the finish was a total mess, so we had to stop and call for a new truck. Has anyone else had to reject a load and how did you handle the timing with the crew on site?
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