Key Features & Advantages

• Define the weak ground before selecting the road. Show saturated areas, recently backfilled sections, existing ruts and any available ground assessment. Our panels form a temporary running surface; the soil beneath still supports the load. Unknown deep soft layers, voids or unstable ground require appropriate site investigation and preparation rather than an unconditional mat-capacity claim.
• Use the cellular structure for the stated duty. The reference panel is polyethylene with a reinforced cellular body and an overall depth of 102 mm. It is not a 102 mm solid sheet. We keep its construction, dimensions and handling requirements separate from our portable HDPE and solid UHMWPE panel references.
• Plan water management alongside access. Review standing water, drainage paths and erosion risks before installation. Any grading, separation layer or drainage work belongs in your ground-preparation plan. A hollow-core body does not drain the soil, and connected panel joints should not be treated as a watertight containment system.
• Calculate from usable connected dimensions. The transport footprint is 4350 × 2430 mm, while the installed usable dimensions are 4160 × 2240 mm, approximately 9.31 m² per panel. Use the installed layout for coverage, then account for whole rows, corners and widened areas. Transport dimensions must not be used as effective road coverage.
• Coordinate overlap orientation and bolts. The reference connection provision is eight mechanical bolts per panel. We confirm the final edge arrangement and hardware schedule with the layout. Clean mating surfaces and holes before assembly, and investigate joints that move under traffic rather than assuming tighter hardware will solve failing ground support.
• Arrange mechanical placement and recovery. Each reference panel weighs approximately 465 kg. Provide your handling equipment details, access limitations and staging space before ordering. Placement from an existing roadway needs a project-specific method that considers equipment position, reach and the lifted panel; a road traffic specification does not automatically approve that lifting operation.
• Inspect changing support during use. Include settlement, edge movement, water or soil pumping and loose connections in your route checks. Review affected areas after rain or a change in vehicles. Stop traffic on a visibly failing section for assessment; an undamaged top surface is not proof that the supporting soil remains suitable.
• Keep temporary access separate from stabilization. These removable panels are not geogrid, permanent grass reinforcement or an engineered road base. Plan how you will recover them once the access is no longer required. Reassess the next location before reuse, and arrange any permanent ground-improvement work separately from our mat-and-connector supply.

Applications

• Rain-affected construction approaches. Connect an established access point to an active work area over ground assessed for the proposed roadway. Include a suitable transition to the 102 mm panel profile and space for turning delivery vehicles. Recheck settlement and support after significant rain before reopening an affected section.
• Soft-ground utility corridors. Form a removable route for approved vehicles along a defined construction corridor. Mark passing locations, drainage crossings and excavation restrictions on your layout. Open trenches and unsupported gaps need their own engineered crossing rather than a suspended roadway panel.
• Phased access across disturbed fill. Use a connected route where construction traffic must remain within an assessed corridor while adjoining areas are restored. Plan drainage, installation direction and recovery access together. Do not move panels onto a new fill area without checking its support and the intended vehicle movements.

Cellular polyethylene roadway reference. Confirm the polyethylene grade, connection details and final production drawing with us for your order. The 102 mm figure describes the hollow-core panel depth, not the thickness of a solid sheet.

Use 9.31 m² only as the rounded usable-area reference. Ground support, drainage, vehicle loads and installation loads require review together. This panel is not specified as permanent stabilization, an unsupported crossing or an outrigger support pad.