Had a job last summer in Wilmington where I was rigging a 12 ton heat exchanger and I kept getting the load line too short so the hook would twist on every lift. The foreman walked over and said I was spoiling the line wrong, that I needed to let the first layer lay flat across the drum not cross threaded like I was doing. I argued with him for a solid 10 minutes because I read online that cross winding gives better stability. He finally made me stop and respool it his way with a helper walking the line. That next lift the hook stayed dead steady and I saved about 20 minutes of fighting the spin on every pick. Has anyone else had to unlearn something they picked up from forums or YouTube that an old hand straight up told you was wrong?
For the longest time I thought I could eyeball my swing radius just fine without measuring. But last month on a site in Portland, I clipped a concrete pillar because I was off by about 3 feet. The safety guy walked over and showed me a photo of the incident from his phone, and that was the moment I realized I had been lazy about a basic step that could have cost someone their life. Has anyone else had a close call that made them change one of their regular habits?
Last Tuesday in Oakland, I ran a job moving a 12-ton transformer and figured a flat sling would save time since it was already drizzling. Sling slipped about 3 feet into the pick because the wet nylon lost grip on the metal. Lesson learned: always use a choker hitch or chain in wet conditions, even if it takes longer to rig. Any of you guys had a load shift from bad sling choice?
I was lifting a 4-ton HVAC unit onto a roof in downtown Austin when the swing brake just gave out on my Grove RT540E. Started drifting about 2 feet before I caught it and set the load down slow. Had to finish the pick without swinging, used the travel pedals to reposition instead. Anybody else had a brake seal go suddenly without warning signs beforehand?
He was lifting a 40-foot steel beam with another crane and they totally missed the hand signal timing. The load swung like 6 feet before they got it under control. Has anyone else seen these new signal systems actually fix communication issues?
Was at a job site yesterday in Riverside and watched a younger operator try to lift a 12,000 lb concrete panel with the boom at 65 feet. I asked him what his chart said and he just stared at me. When did we stop teaching guys to verify their radius before picking anything? I learned that lesson the hard way 15 years ago when I nearly tipped a 50 ton Grove on a soft pad. Any of you old-timers seeing this trend too?
For years I just glanced at the load chart and went with my gut on boom angles. Then last month on a job in Pittsburgh, I nearly tipped a 40 ton Grove when the load shifted at 50 feet. Now I stop and triple check every single number on the chart, even for lifts I've done a hundred times. Has anyone else had a moment that made them slow way down?
Had a 300 ton lattice crawler on a bridge job in Toledo a few months back. Load charts were a pain. Switched to a 275 ton hydraulic with a jib. Setup time dropped from 3 hours to 45 minutes. Anyone else find hydraulics way easier to work with on tight urban sites?
Last month out by the riverfront job in Pittsburgh I watched three different operators lay their mats directly on loose fill instead of digging down to solid base first, and every single one sank about 4 inches before the first pick.
I was digging through the old training room at the Burns yard last week and found this laminated hand signal guide from 1992. The signals are way clearer than the ones in the new OSHA booklet we got this year, especially the stop signal. Why do they keep changing basic stuff like that? Has anyone else noticed the new stop signal gets confused with the emergency stop all the time?
We had a 12-ton HVAC unit coming off a barge and the rain was coming down sideways. My tagline guy kept losing grip and the load was swinging more than I liked. Called it off after 20 minutes, cost the client $400 in standby fees. Now I keep a roll of that grip tape stuff in my cab for wet conditions. Any of you guys deal with rain differently or just wait it out?
For 8 months I was using a separate sling setup for every single bundle of steel, thinking I had to be super careful. Yesterday I tried a 4-point bridle with a spreader bar that I'd been ignoring in the yard, and it cut my pick time by almost 15 minutes per lift. Has anyone else found a piece of gear they were avoiding that turned out to be a total game changer?
Been seeing more guys using the same sized slings for every pick without checking the load angles. Last week on a job in a tight lot, a guy hooked up a 5,000 lb AC unit with the slings at almost 90 degrees apart. That sling rating drops fast the wider you go. I had to stop him before he lifted because he was near 50% of capacity just from the angle. Am I the only one running into this on job sites lately?
I’ve been running a 50-ton Grove for two years and just passed 500 picks without any near misses or load drops. It felt good seeing that number come up on my log because my first week here I almost tipped a spreader bar into a trench. Anybody else keep a personal streak going just to push yourself?
Picked up a used load cell off a retiring operator in Tulsa last month and it caught a 2 ton overload on a steel beam lift that would have bent my boom, has anyone else had a cheap tool save their whole rig?
Was doing a pick-and-carry with a 50-ton Grove and the brake seized halfway through a swing. Took me 30 minutes to bleed the air out of the system before I could set the load down safe. Any other guys here run into sticky brake issues on older hydraulic rigs?
I work mobile cranes around Houston, mostly pick and carry on construction sites. This guy named Frank who's been running cranes since the 70s kept telling me I was wasting time leveling the ground before every lift. He said just crib it with blocking and send it, you're overthinking it. So I tried his way on a job out at the Tomball industrial park last month. Set a 12 ton HVAC unit on concrete pads without leveling the approach first. The crane leaned hard to the left side as I swung, nearly tipped a outrigger off the ground. Had to stop everything and re-crib mid lift. Took me an extra 45 minutes to fix it and the foreman was pissed. Meanwhile my usual routine of a quick level and crib takes maybe 10 minutes. I don't care how many years someone's been in the seat, that advice was garbage for my setup. Has anyone else had a veteran give you something that sounded smart but just didn't work for how you run?
He said ground crews are the real weak link in most picks, not the operator... told me about a job in Detroit where the signal person kept giving him wrong hand signals because they were too new. Makes me wonder if we focus too much on the crane itself and not enough on who's below it... anyone else ever deal with a green ground crew that made a simple lift sketchy?
I never bothered checking the pendant lines every morning for 2 years, thought it was a waste of time. Then last month in Phoenix a broken wire frayed mid lift on a 12 ton HVAC unit almost swung into a building. Now I walk every inch of cable before first start, saved me a real close call.
I was picking up some chokers and this guy in his 70s starts talking about how he used to watch the tops of trees before picking up a load. Said he never trusted a wind meter on site because ground level readings mean nothing when you got 200 feet of boom up. He told me about a job in Port Alberni where a sudden gust he didn't catch spun a beam into a wall. Now I find myself looking up at treetops way more than my phone screen. Any of you guys still rely on that old school method?
Had a conversation with a retired millwright named Dave at the parts counter about a month ago. He watched me ordering extra slings for a 15 ton boiler lift and just shook his head. Told me I was wasting time and making the load more complicated by using too much hardware. I thought he was crazy at first, you know? But he explained how he used to do double duty lifts with just two chokers and a spreader bar for thirty years. I tried his method on a pickup last Tuesday and honestly it went smoother and faster than my usual setup. Still makes me nervous though. Anyone else get called out by an old timer and have to rethink their whole rigging approach?
This guy, must have been 70, walked up to me on a high rise job in downtown Austin and pointed out how the flags on the buildings below were all leaning different directions. He said always look at what's at ground level, not just the anemometer up top. Saved me from a sketchy swing that day, anyone else have a mentor like that?
I used to swear by lattice booms for their reach on high-rises, but after a tight downtown Denver job last month where the hydraulic telescoping saved us 3 hours of setup, I'm flipping. Has anyone else had a situation where their old favorite just didn't cut it anymore?
Had a job over at the Port of Houston yesterday where I had to set some big steel beams into a trench I couldn't even see from the cab. Took me about 4 tries to get that first one lined up right but after that it was smooth sailing. Anyone else get a weird satisfaction from hitting those blind picks?