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200 ton excavators

digger132

Active Member
Joined
Nov 23, 2007
Messages
25
Location
wv
Hello,

I'm currently operating a pc2000 komatsu on a road job, and have also ran
1800 hitachi, and 5130 cat. I would like to hear from some other operaters
their comparison of these machines, productions, power, balance?
Your comments will be appreciated.
Thanks
 

Wulf

Senior Member
Joined
Feb 17, 2006
Messages
584
Location
Canada
I would like to hear from some other operaters
their comparison of these machines, productions, power, balance?
Your comments will be appreciated...

That's a pretty new and still relatively rare model which replaced the PC1800. What are your comments on the productions, power, balance?
 

digger132

Active Member
Joined
Nov 23, 2007
Messages
25
Location
wv
moving 7 million c/yds in WV, Near as I can figure the pc2000 I'm running
has moved nearly 1 million c/yds in 4 months working 2, 10 hr shifts a day.
The 5130 moved around 1.3 million c/yds in 6 months of double shifts.
The 1800 was in a mining dig, its a totally different style of digging, so
don't have a good idea of it's production.
 

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TRACKHOE71

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Joined
Nov 12, 2006
Messages
143
Location
eastern PA
Occupation
OPERATOR
how about it, id give any thing run one of those beasts.. and here i brag about running a 345 or a 350. :notworthy
 

white_boyz1

Active Member
Joined
Aug 19, 2007
Messages
42
Location
springfield,la
big hoe

man and i thought my 330cl was big, it has a 66'' bucket .that thing must have a 7'or 8'?how many yard bucket?how much fuel per hour?kinda overkill for a road project!:pointhead
 

digger132

Active Member
Joined
Nov 23, 2007
Messages
25
Location
wv
pc2000 15.5 c/yd
cat 5130 14 c/yd
ex1800 14 c/yd

thats an 8t in the pit
 

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Mass-X

Well-Known Member
Joined
Nov 18, 2006
Messages
167
Location
CA
Big excavators.

What contractor are you working for on that project? Is it the Kiewit/Gilbert Southern freeway project?

I’ve operated a couple of the larger shovels/excavators. I’ve run CAT 5110B and 5130B (FS and ME configurations). Komatsu PC1800, PC4000 and Hitachi 1200.

The 5110B and Hitachi 1200 were in construction settings under high production standards. The 5130B, PC1800 and PC4000 were in mines.

I don’t have an extensive amount of time as an operator in any of these. A couple hundred hours cumulatively; giving me enough seat time to form a few opinions.

Kiewit has three 5110B’s that work on the Pipeline and Heavy Civil Divisions. I’ve done a number of big jobs with one or two of those excavators on-site. While not 200-ton excavators, they’re some of the best excavators as far as power and balance go. You can take a 5110B with a 13yd bucket, heaped ~100-115%, turn over the side of the tracks and get no hop from the back track while raising the boom up and down. Very few ME excavators I’ve been on can do the same.

While not overly fast on any cycle speeds, the 5110B’s are very smooth which I feel makes up for any perceived lack of speed. A good operator in a 5110B with a 13yd bucket will turn out a 777 with a 4 pass average; keeping spec times under 1:10/load.

I’ve never got to see a 5110B run head-to-head with either a Komatsu PC-1250 or a Hitachi 1200 so I don’t know firsthand how they would on a production level.

I have been on a job with a PC-1250, laying shotcrete pipe. The machine was downright fast for being such a large hoe. The crew was cutting 25’ to invert, had a 385B following the 1250 just to place shoring, and they were still getting 160’ or 200’ of pipe in the ground in a day. They said that the PC-1250 facilitated almost one more stick of pipe a day versus the 5110B; which ran right at 160’ of pipe per day in the same settings.

I have run a Hitachi 1200; and I wasn’t overly impressed in truck loading production settings. For being a 238,000lb excavator, just 45,960lbs lighter than a 5110B, with a 10yd bucket; it had a lot of hop. What I really disliked was how it balanced. The narrow tracks on a seemingly grossly undersized undercarriage just made the machine feel uncomfortable to me. I never could get it feel really solid and eliminate all rocking motion.

In lighter material, and pipe-laying applications it handled fairly well. From talking to the operators from Kiewit’s Pipeline Division crews, they said with the smaller buckets (8.5-9.5yd) they did like the Hitachi, but not as much as the PC-1250’s, which is what they currently run on the pipeline crews.

In production settings loading trucks (773’s) the Hitachi had some bad hop, even on well graded (dozer built) load-out benches. If swinging less than 40 degrees from straight forward it handled alright, but if going much past that (haul truck had pulled a little too far forward) the machine would have problems with over swinging and you’d start to get some hop from the backside track. Nothing worse than starting to uncurl the bucket and ending up swinging too far and losing some of the material onto the canopy rock guard rail; it’s unsafe and it really rattles the operators (and it’s never good to **** off your truck drivers).

Over swinging and backside track-hop are two of the biggest killers to efficiency in production settings with the larger excavators. In utilities excavation, doing large pipeline work, excavators are typically packing smaller buckets and manage them better. With the larger capacity buckets for high production settings, the machine still needs to handle the bucket well enough to prevent from things like hop, over swinging, etc. I wasn’t impressed with the Hitachi for these reasons.

The CAT 5130B was alright for a shovel, but it didn’t do as good of a job filling the shoes of its little brother the 5110B. Its cycle speeds weren’t as even as I would have liked. In a production setting: face loading overburden into 785’s; the 5130 had sufficient break-out force for relatively hard rock. But with slow stick-lift settings (for peak break-out force) if you had the bucket filled about ½ way up during your rise, once you broke out of the face and began swinging, the machine would swing so fast that you’d often have to stop your swing before getting to the truck to let the stick raise high enough to clear the sides of the bed and then recontinue swinging. This really killed production and made for some close calls on swinging the bucket into the backside of the truck.

What I really liked about the 5130B was the power it had in the stick. If getting into some larger (5’+ rocks) in the face as you were loading, you could open the bucket and make some “ripping†passes to break material free while waiting as your next truck backed in. The 5130B would tear through just about anything. Even if you took an aggressive bite into the face, as the stick would slow down in the face, it was actually hard to make it come to a stop. The machine had so much power it would keep breaking through. It also remained very stable and planted firmly on the floor regardless of how hard you bit into the face. I was very impressed with the machine for this reason.

The one downside to all the power was you would occasionally get some larger rocks loading into the bucket that wouldn’t fall through while dumping into the truck, you’d occasionally lose them off the top of the bucket while trying to swing back off the truck to drop them on the floor (back to rattling truck drivers; no good).

The 5130B ME was a good excavator and really excels in production loading 777’s. The controls felt much smoother and more balanced than the FS version to me. It handled very well even if swinging a full 45 degrees over the side of the tracks to load a truck. Turn-out times on 777’s were FAST.

The only thing I really didn’t like was the really high shovel cab set-up. If working on a flat bench it was fine, but if flipping sideways to pull down a slope the height of the cab made visibility difficult. If you swing sideways it was alright, but pulling slopes in rock material resulted in too little weight over the bucket, lifting the track. If you put the bucket down, flipped the tracks sideways (which I found to feel very unstable in that machine) and then began pulling down the slope grade, the machine had optimum power for it, but if sitting at an angle, the visibility was poor.

The PC1800 was a very decent machine for small shovel. Cycle speeds were downright fast for being a shovel. The controls were smooth, and the machine straight-up cycled well. It’s turn-out times on 777’s were fast. Less than 3 minutes if I recall correctly. I didn’t run one with a backhoe stick, so I don’t know how it would compare to a PC2000 with a backhoe stick.

The thing I really didn’t like about the PC1800 was when making any “ripping†passes; the back end of the machine would actually lift up if you took a deep bite. Not a good feeling when you’re sitting in a machine 21’ off the ground. And when the bucket breaks free and the back of your tracks fall 2-3’; it really jars you and the machine.

The PC4000 was something else. There’s nothing quite like sitting in the seat of a machine that large. It was huge and had the power to match. It was slow, but all shovels are. I only got to spend one night shift in a mine running it and I’ve never run any other machine that large, so I really don’t have anything to compare it to. All I know is that it is one sweet machine to run.
 

Mass-X

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Joined
Nov 18, 2006
Messages
167
Location
CA
?

One thing I just noticed on that picture of the PC-2000; the final drives are on the loading side of the machine? Is it always run like that? Or is that a special circumstance when the picture was taken?

As recommended by the mechanic's I've worked with; excavators (especially larger excavators) should always dig with the finals under the counterweight to increase life of the finals. It also adds a little stability to the machine.
 

digger132

Active Member
Joined
Nov 23, 2007
Messages
25
Location
wv
The contractor is Kokosing Construction, and we never dig over the tram motors. I was turned around talking to my gps tractor operater, who was
pushing down the shot for me.
My opinion is a little biased since the pc2000 is a new machine it has 1600hrs and the others had 7-15000 hrs on them, but they were well maintained.
So my comparison should still be fair.
The pc2000 smokes em both, very well balanced machine I loaded a single
rock that weighed 61 ton and got the stick out half the stroke past vertical before it started getting light,and handle a full bucket any where. The production, 270 is a common load count in 10 hrs on 777f's, last week I broke 300 three nights.The best I ever got out of the 5130 ME or FS was 270, 180-220 average with 777d's. In a good shot the FS was faster, we worked a 40' face I tried to load the bucket up at bed level of the trucks to cut down lifting time, and let the face trickle down. In a rough dig the ME did better it didn't slow it down like the FS.There were 3 ME's on the job 2 had longer sticks the other operaters liked them for the reach, I didn't like them, you were constantly building up the bench to keep them level,at full extend could lift a track over the side empty with a little jerk. I ran all three but mostly the short stick and felt it was the best machine. The 1800 had good balance,it was removing overburden off coal, we worked a 60' face with the excavator set on a 12' bench digging out of a "honey hole" letting the face trickle down, swinging 90-120* every pass, then filling the hole and moving forward to the highwall, then pulling the bench back and doing it again. Got 150-170 loads on777d's a shift, which isn't bad for that type of dig, but hard to compare to a production dig on a road job.
The 5130 had the best visibility of the three, and probably the best cab set-up, but the 2000 is new and we keep it spotless. I also like the boom
by-pass and cushion options on the 2000. The by-pass switch is common on
most komatsu's on light setting it won't let the machine lift itself with down pressure. The cusion swith,when on, doesn't let movements stop immediatly,
like when your at full boom up and let go of the stick, it takes another 18"-2'
for the boom to stop, rather than the jerk of stopping 80-100 ton of boom
and load. Thats my 2 cents, comments welcome
 

JimBruce42

Senior Member
Joined
Jan 15, 2006
Messages
965
Location
Pennsylvania
Occupation
operator
One thing I just noticed on that picture of the PC-2000; the final drives are on the loading side of the machine? Is it always run like that? Or is that a special circumstance when the picture was taken?

As recommended by the mechanic's I've worked with; excavators (especially larger excavators) should always dig with the finals under the counterweight to increase life of the finals. It also adds a little stability to the machine.

It looks like he was digging over the correct side and was just swung around at the time when the photo was taken. *edit* Sorry mass-x it appears he already answered, I guess this is why you need to make sure you don't wait two hours to reply to a topic without checking for updates;-)

Welcome aboard digger132:drinkup :drinkup Would you also be known as Mr. 2000 on DHS?:usa
 
Last edited:

digger132

Active Member
Joined
Nov 23, 2007
Messages
25
Location
wv
yea, that's me, gonna change names over there before long won't have that machine much longer, but I"m gonna dig forever.
 

Mass-X

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Joined
Nov 18, 2006
Messages
167
Location
CA
Digger: we never dig over the tram motors. I was turned around talking to my gps tractor operater, who was pushing down the shot for me.

My bad, I see it now. The cut is actually to the left of the machine in the picture.

270 is a common load count in 10 hrs on 777f's

What is the average load time on a truck? Can the PC2000 turn out a 777 in less than 2 minutes?

In a rough dig the ME did better it didn't slow it down like the FS.There were 3 ME's on the job

In a side by side comparison of the machines, say two 5130’s, one FS, the other ME, in that shot rock material which one had a faster turn out time on the trucks? I’ve heard mixed opinions about the production speeds of ME vs. FS based largely on the type of material being worked.
 
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