Was setting up a 50 ton crawler on a job near a creek bed last week. Ground was spongy, every time I thought the outriggers were set, one side would sink another inch. My foreman told me to lay down two layers of 3/4 inch plywood crisscrossed instead of the usual one sheet. Worked way better than I expected. No more re-leveling every 15 minutes. Anyone else do this or have a better setup for mud season?
My LTM 1050's factory angle sensor started glitching on a tight pick in Denver last month so I wired in a $15 digital inclinometer from Amazon as a temp fix and now I'm getting readings within half a degree of my manual calculations every time, has anyone else tried replacing expensive sensors with off-the-shelf stuff?
I was setting a 50 ton air handler on a roof in downtown Cleveland. Everything lined up perfect. The wind was calm, the flagger had his timing down, and the ground guy didn't pull me off course even once. I had the load set in 12 minutes flat. Usually those jobs take me at least 25 with all the fussing. What's the smoothest setup you've had that made the whole shift fly by?
I was on a site last month where the old guy running the show insisted on hand signals only. Said radios cause too many accidents. Then a newer guy walked by and said that's crazy for a 300 ton lift in a tight spot. Both sides have good points. What do you all use most of the time?
I was flipping through my logbook after a job wrapping up at a warehouse expansion near the river. Saw the number 1,500 on the last entry and had to stop for a second. That's 1,500 times I've hooked up a load and swung it into place over about 8 years. It felt weird because I never really tracked milestones, just do the work and go home. Any of you guys keep a count of how many lifts you've done or just forget after a while?
At a job site in Phoenix last Tuesday, the signalman yelled at me because my boom up signal looked like swing left. That's when I rechecked my training card and realized I had been mixing up the hand signals since day one.
Overheard an older operator at the union hall say “starting on a 50 ton just teaches bad habits” and honestly it clicked for me after watching a kid struggle with a truck crane last week. Anyone else think we rush rookies into big iron too fast?
Everything just lined up - zero wind, clear sight lines, and the ironworkers were actually signaling correctly for once. Has anyone else had one of those days where you just nail every pick without breaking a sweat?
Was setting a 45 ton chiller on a rooftop job in Tulsa when the return line on the boom let go. Sprayed oil everywhere, took me an hour to get a replacement from the local supply house. Had to hand signal the spotter the whole time since coms were down. Anybody else keep spare hoses in their truck box or am I just being paranoid?
Everyone I work with swears by the auto leveling systems but I prefer doing it by hand with the bubble vials. Took a few extra minutes on a job in Houston last month but I didn't have to fight any sensor glitches. Anyone else stick with the old way?
I keep seeing guys at the Granite City yard running 100 tons of boom in 30 mph gusts like it's nothing, and nobody says a word. Does anyone else actually pull the chart for their specific setup, or am I the only one being careful?
I spent 5 years running a mobile crane before I switched to tower work three summers ago in Portland, and honestly the tower guys have no idea how good they have it with their fixed radius and pre-planned picks. Has anyone else made the switch and felt like the challenge level dropped way off?
Last month I was running a 50 ton Grove on a tight street job in downtown Austin and honestly I'd rather have a 40 ton Liebherr with a shorter jib. The Grove's outriggers barely fit between the parked cars and I spent 45 minutes just repositioning. I know everyone loves them for highway work but has anyone else hit this problem squeezing into narrow city blocks?
I was always fighting with getting the boom perfectly level before a pick, especially when working by myself on site. Tried using a torpedo level on the boom itself but it was awkward reaching it from the cab. Last week I stuck a magnetic angle finder on the cab window frame above the joystick, now I can see the angle without looking away from my boom tip. It saved me about 5 minutes per setup on the last job at the Smithfield lot. Anybody else use a trick like this or just wing it with the bubble?
I was working a job last Tuesday setting HVAC units on a rooftop in Austin. My spotter and I usually do the standard hand signals but I decided to switch to a verbal radio call for the final 3 feet of the drop. He misunderstood my "down slow" as "down" and the unit came down about 2 feet too fast. I learned that mixing communication methods mid-lift can throw everyone off especially when you're both used to one way. Has anyone else had a close call from changing up your signals on the fly?
I was working a job in Portland last summer setting HVAC units on a 6 story building. This older operator named Ray walked over from the next site over and just watched me for a minute. He pointed out I was swinging too wide on every pick and eating up time, then showed me how to feather the controls to cut the arc in half. I've been doing it his way ever since and shaved off about 15 minutes per lift. Anyone else have a random stranger give you advice that stuck?
Last month I had a job moving steel beams for a new building down by the Seattle waterfront. The operator before me left the hoist cables with twists in them, so I spent the first two days just fixing that mess. Then on Wednesday, the wind kicked up to 25 knots and I had to stop every lift because the load was swinging like crazy. By Friday I was so behind schedule the foreman started yelling at me over the radio. Has anyone else had a job where everything went wrong before you even got to the controls?
I work on a small construction site in Austin and we've been moving some heavy precast panels. My boss told me to just use my gut on the boom angle, but I went ahead and bought a used load indicator from a guy retiring. It was $400 and took me about 2 hours to install on my Grove RT. Last Tuesday I almost lifted a panel that was 2 tons over my limit at that radius, the alarm went off and I stopped just in time. Has anyone else used these on older cranes where the factory systems are busted?
I was struggling with a luffing jib on a tower crane last week, trying to get the angle right with the boom down in tight quarters. This old guy named Pete who's been running cranes since the 80s walks over and says 'you're fighting the load, let the boom breathe.' He showed me how to feather the luffing lever instead of jamming it, and let the pendulum of the load settle before making small adjustments. I tried it on my next pick and it was like night and day, cut my cycle time by almost half on that job. I have been doing this for 15 years and never thought of that simple approach. Has anyone else run into an old hand who dropped some knowledge like that?
I picked the Terex because the Grove felt too bulky for the alley setup we had. Got 12 picks done without a single swing issue, but the customer kept side-eyeing my choice the whole time. Anyone else ever gamble on a smaller rig and have it pay off?
Been running a Link-Belt 218 for 3 years and went through two sets of brakes before this guy walked up and said 'you're cooking em by not letting the load settle.' Switched to letting the load find its natural spot before braking and the current set has 8 months on em with no issues. Any of you guys run into a bad habit like that that a senior guy caught?
Honestly, I bought this fancy load indicator system off a guy at a trade show last year. Thought it would help me avoid overloading on tight jobs. Turns out my old boom angle and pressure gauges were already doing the job fine. Ngl, I dropped $500 on something that just sits in my toolbox now. Anyone else ever fall for gear that sounded way better than it actually was?
Was looking at my job logs for insurance and added up the total weight I've moved since January. 2,140 tons with just my crane. Kinda makes my back hurt thinking about it. Anyone else ever calculate their yearly totals?
Picked a 35-ton boom truck instead of a 100-ton crawler for a steel erection behind a row of rowhomes. Turned out great because I could swing the boom through a 20-foot gap the crawler never would have fit through. Anyone else ever gamble on a smaller rig and have it pay off?