Been using the same load chart method for 15 years and just found out it's flawed
I was on a site in Denver last month, setting up a 250-ton crane for a bridge piece. My chart said we were good at 85 feet, 30 degrees. An old rigger I've known for years walked over, pointed at the outrigger pads, and said 'Your chart's lying, the ground here is soft as butter.' He was right. I'd been trusting the book numbers without thinking about ground pressure for over a decade. We had to move the crane 40 feet and use bigger mats. How many of you actually double-check the chart against the real ground conditions every single time?