FM1 vs FM2 vs FM3 Flooring: Which Flatness Class Does Your Warehouse Need?
01 Aug 2026
FM1 vs FM2 vs FM3 Flooring: Which Flatness Class Does Your Warehouse Need?
A floor that looks flat can still fail its survey. Flatness in an industrial slab is a measured property, not a judgement call, and the class you specify decides how your forklifts behave at full lift height.
This guide compares FM1 vs FM2 vs FM3 flooring using the published tolerance figures, then shows you how to match a class to your racking, your trucks and your budget.
• FM1, FM2 and FM3 are free movement flatness classes drawn from Concrete Society TR34
• Levelness is measured over 3 m, flatness over 300 mm, both at the 95th percentile
• FM1 allows 4.5 mm of levelness, FM2 allows 6.5 mm, FM3 allows 8.0 mm
• Reach truck lift height is the single biggest factor in the choice
• Very narrow aisle buildings need a defined movement specification, not an FM class
These classes measure two separate things. Levelness is the height difference between survey points 3 m apart. Flatness is how much the surface rises and falls across short 300 mm runs. A slab can pass one property and fail the other.
The system comes from the UK Concrete Society’s Technical Report 34. It applies to free movement areas, meaning the parts of a building where forklifts and reach trucks travel in any direction rather than along fixed paths.
Three properties decide whether a slab meets warehouse floor flatness standards:
• Departure from datum: no point sits more than 15 mm above or below the fixed datum plane
• Levelness, or Property E: the height difference between adjacent points on a 3 m survey grid
• Flatness, or Property F: the change in height difference across two consecutive 300 mm measurements
Both E and F are judged at the 95th percentile, so a few poor readings will not sink a floor, but a consistently poor one will. FM1 vs FM2 vs FM3 flooring is really just three sets of limits placed on those same two numbers.
The survey method matters as much as the limit. Levels are taken on a 3 m grid across the slab, and the strip within about 1.5 m of a wall or column is normally left out, because edges behave differently from open floor.
Instruments are calibrated to 0.2 mm and readings reported to 0.1 mm. At that resolution, a floor either complies or it does not, and no amount of site opinion changes the answer.
One point catches people out. The class describes the finished surface, not the concrete underneath it, so a dense pour such as a vacuum dewatered concrete floor gives you a stronger base to work from without setting the class on its own.
FM1 permits 4.5 mm of levelness and 1.8 mm of flatness. FM2 permits 6.5 mm and 2.0 mm. FM3 permits 8.0 mm and 2.2 mm. The tighter the pair of numbers, the taller the racking the floor can safely serve.
|
Class |
Levelness E (mm) |
Flatness F (mm) |
Typical use |
|
FM1 |
4.5 |
1.8 |
Reach trucks working above 13 m without side-shift |
|
FM2 |
6.5 |
2.0 |
Reach trucks working at 8 to 13 m without side-shift |
|
FM3 |
8.0 |
2.2 |
Reach trucks up to 8 m, or up to 13 m with side-shift |
|
FM4 |
10.0 |
2.4 |
Workshops where lift heights stay under 4 m |
Those are the published 95th percentile limits in the Concrete New Zealand technical specification for concrete floor surface regularity, which adopts the TR34 free movement classes.
Read across the table and the gap looks small. In practice the difference between FM1 vs FM2 vs FM3 flooring is a few millimetres of allowance, but holding the tighter figure across a 10,000 square metre pour is a different job entirely.
That is exactly what laser screed flooring equipment exists to do, which is why graded slabs of any size are rarely levelled by hand.
A TR34 flatness tolerance also means nothing unless someone surveys the finished slab against it and reports the result. A grade written into a tender and never measured is a preference, not a specification.
Match the class to the highest lift your trucks actually make. Above 13 m without side-shift, specify FM1. Between 8 and 13 m, FM2 is the standard choice. Up to 8 m, FM3 is usually enough for safe, efficient handling.
Height is the deciding factor because a dip at floor level is magnified all the way up the mast. The lean at the top grows in direct proportion to mast height, so a variation your eye cannot detect becomes a visible sway at 13 m.
That is why FM1 vs FM2 vs FM3 flooring is settled by your material handling equipment rather than by the size of the building. A 5,000 square metre shed with 6 m racking has a looser requirement than a 1,500 square metre unit running high bay trucks.
Side-shift changes the answer too. A truck with side-shift can correct a small misalignment at the fork, which is why the same 13 m lift can sit in FM3 with side-shift and FM2 without it.
High bay operations working above 13 m need FM1 flooring laid with laser guided screeding and signed off with a flatness survey.
A tighter class costs more because of method, not materials. FM1 needs laser guided screeding, smaller pour strips, extra finishing passes and a full survey. FM2 reaches a strong standard with far less rework, which is why most Indian warehouses land on it.
The variables that move the price are:
• Pour size, strip layout and how many joints the design creates
• Screeding method, since laser screed output and manual screeding are not comparable
• Number of power float and finishing passes needed to hold the tolerance
• Curing control, because shrinkage after the pour undoes flatness gained during it
• The survey itself, plus any allowance for grinding or filling afterwards
What actually changes as the class tightens is the level of control on site:
|
Class |
Typical placing method |
Survey expectation |
Where the money goes |
|
FM1 |
Laser guided screed, narrow strips |
Full survey, verified before handover |
Screeding accuracy and rework allowance |
|
FM2 |
Laser screed on planned bays |
Survey on agreed zones |
Finishing passes and curing control |
|
FM3 |
Screed and power float |
Spot checks, or survey by exception |
Base preparation and joint layout |
Specifying the tightest grade across a whole building when only two aisles need it is the most common way to overspend on FM1 vs FM2 vs FM3 flooring. Zoning the floor by use keeps the money where the trucks actually work.
For general distribution and mixed traffic, FM2 flooring gives you the balance most operations need without paying for precision the racking will never use.
Both errors cost money. Specify too loose and your trucks slow down, your racking takes uneven load and your maintenance bill climbs. Specify too tight and you pay for survey work, rework and slower pours that deliver nothing your operation can use.
The looser end of the range is not a lower quality floor, it is a floor built for a different job. Storage buildings with modest racking, light distribution units and retail areas taking a directly applied finish sit comfortably in FM3 flooring territory.
The signs of an under specified floor usually show up in operations long before anyone calls a surveyor:
• Operators slowing down at height, or avoiding the top beam level altogether
• Pallets that will not seat cleanly on the beams at full lift
• Uneven tyre and bearing wear on trucks running the same routes
• Racking frames carrying load the design never allowed for
Together those justify a survey. That survey is usually where an FM1 vs FM2 vs FM3 flooring decision taken on price rather than on equipment finally surfaces.
The expensive part is discovering the gap after handover. Correcting a slab poured to the wrong tolerance means grinding, filling or overlaying while the building is meant to be running, and that downtime normally dwarfs the saving that caused it.
Very narrow aisle buildings are not covered by FM classes at all. Where trucks run on fixed paths, the floor is specified as a defined movement area, and the survey measures the wheel tracks along each aisle rather than a grid across the whole slab.
Defined movement grades run DM1 for racking above 13 m, DM2 for 8 to 13 m, and DM3 up to 8 m. The tolerance applies only along the aisles, so the aisle positions have to be fixed before the floor is poured.
If the racking layout is still moving, a defined movement specification cannot honestly be written yet. Locking the layout early is the cheapest decision on the whole project.
Areas away from the racking, such as loading bays and goods marshalling zones, are still treated as free movement and take an FM class. Most very narrow aisle projects therefore carry two specifications, which is where super flat flooring work and standard graded work meet in one building.
Getting FM1 vs FM2 vs FM3 flooring right on paper takes four steps, and all four happen before anyone books a concrete pump. Fix the equipment, name the class, set the survey, and agree the remedy.
1. Confirm the equipment first. Get the truck model, mast height, maximum lift and whether it has side-shift from your handling supplier in writing.
2. Name the class and the survey method. State the FM grade, the properties being measured and the fact that limits are 95th percentile values.
3. Fix the survey timing. Book it within 28 days of the pour, or of each major section, so construction error is not confused with later settlement.
4. Agree the remedy in advance. Decide who pays for concrete grinding or filling if a zone misses, before there is an invoice to argue about.
Put the racking layout in the tender pack as well. A contractor who can see the aisle plan can sequence pours and place joints away from wheel paths, which costs nothing at design stage and is impossible to fix later.
FM2 suits most general storage and distribution buildings, where reach trucks work between 8 and 13 m without side-shift. Confirm the real lift height with your equipment supplier before you specify anything.
Super flat normally describes defined movement floors built for very narrow aisles, where the survey follows the wheel tracks. FM2 is a free movement class for buildings where trucks travel in any direction.
Sometimes, in critical zones. Grinding high spots and filling low spots can improve aisle flatness, but bringing a whole ageing slab up to FM1 is rarely practical or economical.
Racking is designed on the assumption that the floor sits within tolerance. An out of specification slab pushes uneven load into the frames and raises the risk of a truck leaning at full height.
Within 28 days of the pour, or of each major section. Surveying late makes it much harder to separate construction error from settlement of the slab under load.
The survey grid tied to the building set out, the level at every grid point, the differences between adjacent points, and the calculated 95th percentile for both levelness and flatness.
The class is a decision about your equipment, so it belongs in the design stage and not in the tender response. Send us the racking layout, the lift heights and the truck types, and we will tell you which grade your floor actually needs.
BiswasRaj Flooring has been laying flatness graded industrial slabs across India since 2010. If you are weighing up FM1 vs FM2 vs FM3 flooring for a new build or an expansion, book a free site visit and quote and we will survey the requirement before anyone quotes a rate.
