deereguy said:
I didn't realize they made them with hinges on the boom, looks interesting!!
Good Luck!
Komatsu's replacement for the PC75UU-2E is the PC78MR.
The PC78MR has all the computer load sensing do dads, a cab made for a big Beef eating American, low range on the track drive, and a boom swivel at base similar to Kubota's KX-80-3.
The offset hinge boom is a wear point. The 3 worst spots on my PC75UU-2E are the hinges and the lower cylinder pin at base of boom. This machine saw a lot of grease. If it had not it would be junk, as new pins and bushing would go about $12,000 to make it tight.
The other thing to watch out for on the PC75's are the limit switches on the hydraulics. If the are activated and malfuction they frezze the hydraulics. $$$$$! I was told to never activate them.
I figure I can put 1,000 hours on this machine and it will still be in the same shape if I keep it greased. By same shape, I mean kind of worn but still quite useable, especially as it will not be seeing 8-10 hour days, 6 days a week.
If anyone wats to swap for a low hour Cat 307/308 or a Kubota KX-80-3, I'm willing. (yeah, right!)
PS My hired excavator guy digging out the blast area for the house and barn foundation and building the roadbed through the swamp has moved about 50 dump truck loads of material to the tune of a $5,000 bill. He is about 75% finished the rough work. Once he finishes the last 25% of the rough road bed, I will finish fill and grade the road and lay rock along the edges with the Komatsu and Kubota L39 with processed hauled in crushed stone and gravel. I will also use road fabric under the finish course of 1-1/2 stone packed in with stone dust and bank run.
Our town should have such nice gravel roads! The use crap for materials and spend a fortune in labor rebuilding. Civil project job security. I guess when I retire I should get a job with the town.
I will dig the foundation footings and do septic myself.
I will hire out the pond digging and hauling out 7 acres of stumps.
I may build the dam and spill way myself.
Estimate I would have $40K in site work, not counting $12K in blasting and $12K for permits and plans. Imagine $12K for pieces of paper!.
So if I cut my site work to $20K hire out and materials, then this pays for 70% of the excavator and get to keep the toy for future landscaping & hire out side jobs. I like doing this kind of stuff, and I get to do it my way.
A good plan if the machine does not break down! A bad move if I have to do much fixing.