Ground Protection Mats for Events: 12.7 mm for People, 15 mm for Vehicles

For events, specify 12.7 mm HDPE panels for pedestrians and light service vehicles with the pedestrian tread face up, and 15 mm for service lanes and temporary parking; 20 mm is overspecification here. These panels protect turf and finished surfaces from short-term traffic — not crane outrigger pads, temporary bridges, permanent flooring or certified public access without edge ramps.

This page is about short-duration foot and service-vehicle traffic — a concert, festival, stadium build, marquee or temporary car park laid and removed in days. Protecting plants, root zones and decorative paving over a maintenance season is a different load case; see ground protection mats for landscaping. The event buyer optimises for visitor comfort, trip-free edges and a fast strike; the landscape buyer for the lightest panel two people can move weekly.

What ground protection mats for events are

An event ground protection mat is a removable, washable panel laid over turf, a running track, a stadium floor or a finished surface so crowds, temporary structures and light service vehicles can use the area without compacting the ground or marking what lies beneath. Each 1,220 × 2,440 mm (4 × 8 ft) HDPE panel covers 2.98 m² (32 sq ft), has dual-face tread — a pedestrian face and a vehicle face — and is moulded with 4 hand holes and 8 connector holes. The finer pedestrian face goes up on a walkway so footwear, heels, walking frames and wheelchair castors meet a non-aggressive surface.

The dual-face construction is the most-specified feature here and the most often got wrong. Vehicle tread up on a main visitor route makes an uncomfortable, trip-prone surface for 15,000 people; pedestrian tread up on a service lane lets a laden van polish and deform the finer tread. Mark both faces on the method statement and the delivery note.

Typical loads are light: dense crowds, pedestrian flows, catering and production vans, utility carts, small forklifts for set pieces and parked cars. A stadium build may add a telehandler — where the 15 mm service lane earns its place. A laden 40 t tipper or tracked excavator almost never appears, which is why 20 mm site-wide is wasted weight, crew time and freight. Standard sizes are on our 4 × 8 ft ground protection mats and specifications pages. Event flooring mats is the product; an event ground protection plan is the arrangement — zones, ramps, connectors, cleaning, storage and turf recovery. A tender that orders only a panel count usually omits the ramps and the strike.

When to use them — and when not to

ConditionSuitableNotes
Event durationOne day to a few weeks of build, show and strikeBeyond that, a semi-permanent floor or road is usually cheaper per use
TrafficDense pedestrian flows, light service vans, utility carts, parked carsCount visitors and vehicle movements separately
GroundTurf, running track, stadium floor, compacted venue surface, finished pavingTurf compaction is the failure mode to design against
ZonesWalkways, stage / front-of-house, service lane, temporary parkingEach zone takes a different thickness — see the zone table below
AccessibilityMain routes with edge ramps and flush, connected jointsEdge ramps and trip-free transitions are a separate line item
ReinstatementVenue must be handed back clean and undamagedPanels leave no aggregate; wash before recovery
WeatherDry to moderately wet, provided the subgrade is drainedSaturated turf still compacts; derate and defer heavy vehicle lanes

Do not use our type of HDPE panel when:

  • A crane outrigger, stage-roof lift point or critical lift pad — a concentrated point load needs a rated pad.
  • Sustained steel-track traffic or heavy tracked plant — sharp grousers cut and abrade HDPE.
  • Bridging a void, trench, culvert, service or uncompacted backfill — these panels are load spreaders, not beams or temporary bridges.
  • A certified public-access or highway specification without edge ramps and an assessment — bare edges are a trip hazard, not an accessible route.
  • A permanent installation, or a seamless, flush, joint-free indoor floor.
  • Saturated ground that cannot be drained — a thicker board over wet turf still compacts the root zone; defer or separate first.

Where a lift plan, permit or accessibility sign-off applies, obtain a site-specific engineering assessment. We would rather tell a production manager to hire a rated pad than sell a board that fails the method statement.

How to install and use them on an event site

Four event zones split between 12.7 mm pedestrian matting and 15 mm service-vehicle lanes with an order take-off
Figure D13 – Illustrative, not a design value. Zone areas, panel counts and crew-hours are worked examples; accessibility ramps and trip-free joints govern the layout.

Event installation is judged on two clocks: how fast the surface goes down before gates open, and how fast it is struck and cleaned before hand-back. This seven-step sequence is written for that rhythm; a fuller procedure is in how to install ground protection mats.

  1. Walk the site and zone it. Map the main pedestrian route, stage / front-of-house, service lane and temporary parking, and mark every edge a visitor can meet.
  2. Check drainage and turf condition. Saturated turf compacts under a crowd even through a panel; drain and defer heavy vehicle lanes until the ground firms.
  3. Lay geotextile only where separation is needed, then start each run on firm ground and work outward; never span a hollow.
  4. Orient the tread by zone. Pedestrian face up on walkways and stage, vehicle face up on service lanes and parking; mark it on the plan.
  5. Connect every panel and fit edge ramps. Eight connector holes and four hand holes let the field act as one surface; see connector types and interlocking options. Ramped edges and flush, positively connected joints make the route trip-free for castors, frames and heels.
  6. Walk the route before doors open, then re-inspect after the first surge for lifted edges, opened joints and tracked mud.
  7. Strike from the far edge backwards, wash and store flat; inspect connectors and hand holes and stack supported.

Original zone table: thickness and quantity by area

This event-specific take-off uses illustrative areas converted with the 2.98 m² panel coverage; substitute your own dimensions. It is an illustrative quantity take-off, not a design value.

ZoneTrafficStarting thicknessTread faceIllustrative areaPanels (area ÷ 2.98 m²)
Pedestrian main walkway15,000 visitors over a day, light utility carts12.7 mmPedestrian up60 m × 2.44 m = 146.4 m²≈ 50
Stage / front-of-house platformStatic crowd, light set pieces12.7 mmPedestrian up20 m × 12.2 m = 244 m²≈ 82
Service-vehicle laneProduction vans, small forklifts, utility carts15 mmVehicle up80 m × 2.44 m = 195.2 m²≈ 66
Temporary parkingCars and light vans, static or short moves15 mmVehicle up40 m × 20 m = 800 m²≈ 269
Subtotal≈ 467
Transitions, edge ramps and spares+8%+37
Order quantity (illustrative)≈ 505 panels

Note the table has no 20 mm line. On these loads, 20 mm buys stiffness the ground never asks for and charges for it in crew time and freight. Reserve 15 mm for where a tyre, not a shoe, is the design load.

What it saves: a cost comparison you can audit

The honest comparison is mats versus plywood sheeting. Plywood is cheap per sheet on day one, but absorbs water, swells, delaminates, splinters at the edges and is close to single-use after a wet build. HDPE panels do not absorb water, are washable, keep their edge integrity and redeploy to the next event. See HDPE vs plywood mats.

Cost per use = (delivered cost + handling + deployment labour + cleaning + storage
 + losses + reinstatement) ÷ number of deployments
FactorPlywood sheetingReusable HDPE event panels
Wet-weather behaviourSwells, delaminates, warpsDimensionally stable, washable
Edge / trip conditionSplinters, lifts, curlsMoulded edge; ramps available
Deployments per purchaseTypically one wet buildRedeployed across many events
HandlingSheets, often nailed or tapedLinked panels with hand holes
ReinstatementSweep splinters, repair turfLift, wash, store
Turf outcomeCompaction plus possible stainingCompaction still possible; derate wet turf

The break-even point is the number of events the same panels survive. Our cost and ROI guide sets out the calculation; for a single weekend, hiring may beat buying. Use your own crew rates and event count rather than an invented case.

Original account: one event’s labour and reuse arithmetic

Handling method is set by a sample-panel trial; crew times below are a typical guideline, not a design value.

LineAssumption (illustrative)Result
Panels deployedFour zones above, plus transitions and spares≈ 505
Deployment crewTwo people per panel (12.7 mm pedestrian / 15 mm lane)2-person lifts
Lifts to deployOne per panel505 two-person lifts
Time per lift, carry and connect2–3 min (typical guideline; illustrative, not a design value)≈ 17–25 crew-hours to deploy
Strike, wash and stackSimilar order≈ 17–25 crew-hours
One-event labour totalDeploy + strike≈ 34–50 crew-hours
Reuse countN events over which you redeploy the setCost per use = total ÷ N
With 20 mm panelsHeavier, slower, possibly machinery for every moveMore crew-hours each event, no load benefit

The last row is the argument against over-specifying: every extra millimetre of thickness is paid twice — once when shipped, and again every time a two-person crew lifts it.

Why this mat — not a lighter panel or another material

OptionWhere it fits at an eventWhy we would not choose it here
12.7 mm HDPE (recommended)Pedestrian routes, stage platforms, light service vehiclesThe lightest panel that still spreads the load and stays comfortable underfoot
15 mm HDPEService-vehicle lanes and temporary parkingSlightly heavier, but right where a tyre rather than a shoe is the design load
20 mm HDPEContinuous heavy haul roads, tracked plantOverspecification here — added weight, crew time and freight with no load case to justify it
PlywoodOne-off dry, short, low-traffic coverAbsorbs water, delaminates, splinters, near single-use — see HDPE vs plywood mats
Steel plateShort, very high point loadsNeeds lifting plant, corrodes, conductive, harsh underfoot
Interlocking composite tilePermanent or semi-permanent event flooringHigher unit cost; slower to strike than a connected panel field — see interlocking ground protection mats

Why not the cheapest sheet? A lifted plywood edge in a crowd is a trip incident and a venue complaint, and a wet build writes the sheet off after one use. Why not the thickest board? Because 20 mm is overspecification here: the loads are shoes, castors and light vans, and the extra weight is paid at every deploy and strike. Our light-duty range exists for this load class.

Panels must be washed before storage, stacked flat and supported, and inspected at the hand holes and connector holes. A clear or light colour option is often requested for stadium turf to reduce heat absorption and marking; availability and surface finish are on request rather than stated as fact.

Why 12.7 mm is correct and 20 mm is overspecification — the derivation chain

Work the selection chain in order. The figures below are an illustrative engineering check, not a certified design value.

StepWhat to establishIllustrative check
1Heaviest load on the zoneA dense crowd, plus a light service van on the lane — not a laden tipper
2Contact pressureA shoe heel or a van tyre patch; far below a construction axle group
3Ideal spread over one panelA 1,500 kg light van: 1,500 × 9.81 ÷ 2.98 m² ≈ 4.9 kPa if rigid
4Real effective area and turfHDPE deflects between supports; use a reduced effective area, and note that turf compaction, not panel bending, governs
5Subgrade allowanceDry turf tolerates light repeated loading; saturated turf compacts (industry guidance: wet soil loses 30–50% of dry bearing capacity)
6Safety marginAdd 15–20% only on genuinely loaded vehicle lanes; pedestrian routes need none beyond the linked field
7Conclusion12.7 mm, pedestrian tread up for people and light service vehicles; 15 mm for service lanes and parking; 20 mm is overspecification here

Three qualifications apply:

  1. We have not used our published nominal ratings in this calculation. Our published reference ratings — 80 / 100 / 120 t for 12.7 / 15 / 20 mm — are nominal figures for evenly distributed static loading on a firm, level subgrade. They are not certified design values and must not be used as point-load capacity, crane outrigger capacity, or a permit-to-bridge voids. We publish no test method, sample thickness, support span or test report for these figures; they are labels, not design inputs.
  2. Confirm the thickness convention. Ask whether a quoted figure is the base sheet or overall including raised tread; the difference can approach 10 mm (industry reference) and changes stiffness, stacking height and the edge ramps a visitor feels. See how to choose ground mat thickness.
  3. Thickness changes freight and ergonomics. At 20 mm the same container carries fewer panels than at 12.7 mm (industry reference range, to be confirmed), and every panel is heavier for the strike crew.

This is a selection starting point, not a certified design value. Confirm against the heaviest machine on site, not the fleet average. Where a lift plan or permit applies, obtain a site-specific engineering assessment. Common mis-specifications: ordering 20 mm site-wide “to be safe”, vehicle tread up on a main walkway, omitting edge ramps then calling the route accessible, and ignoring wet-turf compaction because the panels look intact.

Common failure modes and how to avoid them

FailureWhat it looks likeCausePrevention
Trip at a panel edgeVisitor catches a toe on a raised lipNo edge ramp, unconnected panelRamped edges; connect every panel
Opened joint in a crowdGap widens underfootUnstaggered or unlinked field, turning trolleysConnect and stagger; re-inspect after first surge
Wrong tread upAggressive tread under shoes; polished tread under vansZone not marked on the planMark pedestrian-up vs vehicle-up by zone
Turf compaction / yellowingGrass flattened after strikeSaturated turf, dense standing crowd, no deratingDefer wet turf; spread routes; aerate after strike
Plywood-style splinteringLifted, curling edgesWrong material for a wet buildUse HDPE; see the comparison above
Mud tracked onto the surfaceSlip film on walkwaysNo scrape zone at the entranceScrape zone; wash during the show as needed
Staining of a stadium floorMarks under panelsUnwashed panels, aggressive tread downPedestrian face up; clean panels before lay
Slow strikeCrew still lifting after the venue deadlineOver-specified 20 mm panels, no labelled zones12.7 / 15 mm split; labelled stacks by zone

What to verify with any supplier before you buy

For an event enquiry, ask every bidder — including us — for the same seven things. This tells you what to request, not what we already supply.

  1. Is the load figure static, dynamic, distributed or point, with sample thickness and support span?
  2. Base sheet or overall including tread? Ramp height depends on the real figure.
  3. How many people strike each zone, and can a two-person crew carry the pedestrian panels all day? Time one full strike with a sample panel before fixing crew numbers.
  4. Thickness tolerance and batch consistency record? A mixed batch does not sit flat, and a lip is a trip hazard.
  5. Material declaration — virgin HDPE, regrind or PCR, UV stabilisation, colour or finish option?
  6. Connectors and edge ramps supplied, compatible across future orders?
  7. A test report with an identifiable method and laboratory plus cleaning and storage instructions? Do not accept a number without its method; general questions belong in our FAQ, test evidence does not.

Event buyers should ask how the pedestrian face is protected between moulding and arrival, because a clean, undamaged surface is part of the specification. Dated working photographs of the line, a thickness check and the export packing operation can accompany our quotation so you can see the packing method. They do not establish surface-finish acceptance criteria, a tolerance or a test result — request the written finish requirement, packaging method and inspection record as separate documents.

Specification summary for a one-weekend event

ItemStarting specification
Panel1,220 × 2,440 mm HDPE, 4 hand holes + 8 connector holes, dual-face tread
Thickness12.7 mm pedestrian routes, stage and light service vehicles; 15 mm service lanes and temporary parking; 20 mm overspecification
Tread orientationPedestrian face up on walkways; vehicle face up on lanes
AccessibilityEdge ramps and flush connected joints; separate sign-off where required
Quantity≈ 505 panels for the four-zone example (illustrative, not a design value)
Labour≈ 34–50 crew-hours deploy + strike (illustrative)
CleaningWash before storage; stack flat and supported
ExclusionsNot for outriggers, void spanning, sustained steel tracks, permanent floors or certified public access without ramps
Reference ratings80 / 100 / 120 t nominal, distributed static on firm level ground — not certified design values

Frequently asked questions

What thickness mat for pedestrian event flooring? 12.7 mm with the pedestrian tread face up. Dense crowds and light utility carts do not justify more; the panel spreads the load, not carry a laden axle. Reserve 15 mm for service lanes and parking.

How to protect stadium turf during a concert? Zone the surface: 12.7 mm under the stage and walkways, 15 mm under service lanes, geotextile only where separation is needed. The bigger risk is compaction of saturated turf, not panel failure — defer heavy vehicles on wet ground, spread routes, aerate at strike. Panels do not make wet turf incompressible.

Are HDPE mats ADA compliant? The panels are not a certified accessible route. Compliance depends on edge ramps, flush connected joints, a stable surface and a slip-resistant pedestrian tread — plus a site-specific assessment where a permit applies. Specify ramps and the joint pattern separately; do not claim compliance from the panel alone.

How many mats for a temporary car park? For a 40 m × 20 m car park (800 m²), divide by 2.98 m²: roughly 269 panels at 15 mm, plus transitions and spares. Add the walkways and service lane from the zone table and an 8% allowance — about 505 panels for the illustrative layout. Substitute your own dimensions.

Is 20 mm ever right for an event? Only if a genuinely heavy, continuous vehicle load appears — a laden tipper servicing a build — and even then it is lane-specific. For normal foot and light-van traffic, 20 mm is overspecification here: added weight, crew time and freight with no load case.

Can the panels be cleaned and reused for the next event? Yes — reuse is the main economic argument. Strike from the far edge backwards, wash off soil and vegetation, inspect hand holes and connectors, and store flat and supported. Cost per use falls with every event the set survives; use your own event count, not a supplier’s headline figure.

Get a thickness and panel count for your site

Send the expected attendance, the heaviest service vehicle and its tonnage, the zone dimensions, ground or turf condition, event duration and the panel quantity you are planning. We will return a recommended thickness with its basis, a panel count and a container estimate — to albert@hdpegroundmat.com or via our contact page.