Nine hundred kilograms changes the nature of the purchase. The OMEF CPT910 is the heavy plate in the series, published for 12 to 20 tonne carriers at 50 to 100 L/min and 100 to 170 bar, with a stated 110 t force to ground under the manufacturer’s test method. It is bought for deep trenches, structural backfill and road foundations, and the constraint that decides whether it works on a given machine is not hydraulic. It is mass, at reach, vibrating.
Putting 900 kg into the lift calculation
An excavator’s rated capacity is not a single number. It falls as the load moves out from the machine, it differs over the side compared with over the front or the tracks, and it is quoted with the machine level and static. A compactor is used in exactly the conditions that erode all three of those assumptions: at reach, often over the side of a trench, on ground that has been recently disturbed, with the attachment shaking the whole front end while it works.
The arithmetic to do before purchase is straightforward, and it should be done with the numbers for the actual machine rather than its class.
Illustrative structure. Use the carrier's own chart at the radius and orientation the job needs, not the best-case figure.
Assume, illustratively, a quick hitch of 150 kg. The plate and hitch together are then 1,050 kg before anything else is considered, and that figure has to sit inside the chart at the radius the work requires, over the side if that is how the trench runs, and with a sensible margin left rather than at the last kilogram. On a 12 tonne machine reaching into a deep trench, that margin is what disappears first, which is why the bottom of the published band deserves a genuine check rather than an assumption, and why pairing this plate with a long-reach front usually does not work at all. The lift chart guide explains how to read a chart properly and the lift capacity calculator helps with the sums; the 10 to 16 tonne and 16 to 25 tonne class pages cover candidate carriers.
Two more mass effects are worth planning for. The first is ground conditions: a machine working beside a freshly excavated trench is standing on material that may be softer than it looks, and stability calculations assume a firm, level base. The second is transport. A 900 kg attachment is its own item on the float, and whether it travels fitted to the machine or separately on the deck changes the load plan, the dimensions and sometimes the permit. Settle that before the first mobilisation rather than in a yard at six in the morning; the transport and mobilisation guide covers the practicalities.
What the heaviest plate is for, and what the 110 t does not mean
The stated force to ground is a supplier comparison figure produced under the manufacturer’s test method, and the CPT180 page explains at length why a figure of that kind ranks plates rather than promising a result in the ground. The particular temptation at the top of the series is to read the largest number as permission to place thicker lifts and make them up with force. It is not. A heavier plate lets a contractor work confidently at the thicker end of what the specification already allows, in material that suits it. It does not rescue fill that was placed too deep, too wet or too dry, and the test result is still the thing that gets paid on.
Where the CPT910 earns its class is depth and structure: major service and pipeline trenches, culvert and abutment backfill, road foundations in confined widths, structural fill around footings, and hardstand and access track construction on mining and renewable energy sites. In all of those the alternative is not a smaller plate, it is opening the excavation wider so a roller can get in, which costs excavation, fill and time, or leaving the trench open longer while separate plant is mobilised.
That last point is usually the commercial case. On a pipeline or a mining corridor the objective is often to minimise the time an excavation stays open, for safety, for access and sometimes for landholder agreements. A machine that digs, lays, backfills and compacts in one continuous operation closes the ground behind itself, and the plate is what makes that possible. On a road corridor the equivalent is the traffic management setup, which costs the same whether the hole is closed inside the shift or the next one. See subdivision and civil clearing, mining and pipeline corridors and solar and wind farm site preparation.
Production, in practice, is rarely limited by the plate. At this scale the excavator is usually waiting on fill delivery: the loader, the truck cycle or the stockpile location sets the rate, and a faster plate does nothing about any of them. When estimating, measure the fill supply chain first.
Circuit, heat and the hitch
The 50 to 100 L/min and 100 to 170 bar windows sit inside what a 12 to 20 tonne carrier’s hammer circuit provides, but the settings should be matched to the published windows rather than left at whatever a breaker used, because oversupplying a vibratory motor wears it without improving the ground. Get the current build’s circuit type, case drain requirement and return back-pressure limit in writing from Machinery Specialist, and use the method in the hydraulic matching guide.
Heat deserves attention at this size. Compaction is close to continuous duty: unlike digging, the motor runs steadily for as long as the operator is working a lift, and on a summer pipeline job that goes on for hours. Check oil temperature across a full shift in real conditions and read the cooling guide before committing to a long program in hot weather.
The hitch is the component most exposed to this attachment. Nine hundred kilograms of vibrating mass hanging from a coupler is a duty most standard hitches are not specified for, so get the rating for continuous vibratory service confirmed in writing rather than assuming the machine’s usual coupler covers it, and include the hitch mass in every figure quoted. Isolation buffers are the part that protects everything upstream, and at this size they wear in a way the smaller plates do not: treat buffer condition as a scheduled inspection item with a replacement set on the shelf.
Where it sits, and where it does not belong
Below it, the CPT425 is the right plate for 5 to 9 tonne carriers and the CPT180 for 2 to 5 tonne machines; the plate-against-roller decision is worked through on the CPT425 page and applies here with more force, since open road foundations at this scale are firmly roller country and the CPT910 is for the parts of them a drum cannot reach. The tillage and ground preparation guide sets out where excavator compaction sits in the wider range, alongside the TRV auger drive. Broad-area ripping and mounding for plantation establishment is silvicultural work and needs dedicated equipment, not a plate. And ground that still contains stumps and root systems is not ready for compaction at all: clear it properly with a stump cutter or stump grinder first, because voids left under structural fill are expensive to find later.
At quotation, get the delivered weight of the exact configuration, the hitch rating, the circuit and drain arrangement, hose lengths, the carrier settings to be programmed, and plate width options in writing. Price the buffer set and motor seal kit with Australian stock confirmed, using the wear parts guide, and factor the float arrangement into the total cost of running the attachment; the total cost of ownership guide covers what else belongs in that sum.
Confirm before ordering
- Chart run at the working radius and orientation with 900 kg plus hitch, and a real margin left
- The smallest carrier in the fleet checked specifically, not just the class
- Long-reach fronts excluded unless the chart says otherwise
- Float and load plan settled, including whether the plate travels fitted or on the deck
- Ground conditions beside open excavations assessed for stability
- Hammer circuit set to 50 to 100 L/min with relief inside 100 to 170 bar
- Circuit type, case drain and return back-pressure limit confirmed for the current build
- Hitch rating for continuous vibratory duty confirmed in writing
- Oil temperature checked over a full summer shift before a long program
- Buffer set and seal kit on the shelf, with inspection scheduled
Frequently asked questions
Will a 12 tonne excavator handle it?
It is the published minimum, which makes it the case to check most carefully. Work the chart at the radius and orientation the trench actually requires with the hitch included, and be sceptical of any configuration that leaves no margin.
Can I put it on a long-reach front?
Almost never. Capacity falls sharply with radius and this attachment is heavy before the hitch is added, so the combination usually runs out of chart immediately.
Does 110 t of force let me place thicker lifts?
Only within what the geotechnical specification allows. Force does not compensate for lifts that are too deep or material at the wrong moisture content.
How does it change transport?
A 900 kg attachment is a separate item in the load plan. Decide before the first move whether it travels fitted or on the deck, and check the dimensions that follow.
What limits production in practice?
Fill supply, almost always. The loader and truck cycle set the pace, and the plate finishes each lift faster than the material arrives.
Is the standard quick hitch good enough?
Do not assume so. Continuous vibratory duty with this much mass needs a hitch rated for it, confirmed in writing.
Other tillage & ground preparation to compare
Compare models side by side with specification graphs →
OMEF CPT180 excavator compactor
The mini-excavator compactor: 170 kg with a 12 to 20 L/min requirement that suits almost any 2 to 5 tonne carrier, for trench backfill, pathways and small foundations.
OMEF CPT425 excavator compactor
The middle civil class: a 430 kg plate compactor for 5 to 9 tonne excavators handling road base, retaining-wall backfill and medium trenches in confined areas.
OMEF TRV excavator auger drives
The rotary drilling side of the ground-preparation range: hydraulic auger drives that turn an excavator into a high-torque hole-drilling machine for planting, fencing, poles and foundations.
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