ResinDek® Engineered Flooring Panels
ResinDek Flooring Panels for Mezzanines & Ground Floor Robotic Applications
Since 1994, ResinDek composite wood flooring panels have delivered proven performance in manufacturing facilities, distribution centers, warehouses, and cold storage operations worldwide. Engineered to support rolling loads from 2,000 to 8,000 lbs (910 to 3,360 kg), these panels enhance workplace ergonomics, reduce environmental impact, and lower total cost of ownership. Available in multiple thicknesses, densities, and surface finishes for application specific requirements.
Why Engineers Choose ResinDek Flooring
Certifications & Compliance
- UL Classified up to 2-hour fire-rated assembly (Design L701, File R39265)
- IAPMO UES approved for Types I-V construction (US: ER 467, Canada: UEL 5027)
- SCS Global certified No Added Formaldehyde
- FSC® Certification available (License FSC-C124474)
- LEED® credit eligible
- CE Mark – Certificate of Conformity 1381-CPR-871 EN 13986:2004+A1:2015
Structural Performance
- Handles rolling loads up to 8,000 lbs (3,360 kg)
- Compatible with 20 GA or 18 GA (0.9 or 1.2 mm) corrugated B-Deck (based on load requirements)
- ResinDek Xspan® and Xspan FR options eliminate B-Deck requirement entirely
- 10-Year product warranty
ResinDek LD
ResinDek MD
ResinDek HD
ResinDek WR
ResinDek MAX
ResinDek Xspan
ResinDek Xspan® FR
ResinDek ReShield®
| ResinDek Flooring Panel | Substructure | Pallet Jack + Product Load Limits (up to) |
Robot + Product Load Limits (up to)
|
Maximum Robot Contact Pressure | Thickness | Moisture Resistance |
|---|---|---|---|---|---|---|
| ga. | lbs. | Ibs. | psi | in. |
MR50MR50 testing necessitates successful completion of a 24-hour thickness swell test (≤ 5.5% swell) and the retention of at least 50% of its original Modulus of Rupture (MOR) following an accelerated aging test. MR90 MR90 surpasses MR50 requirements, demonstrating superior strength retention and diminished thickness swell under demanding moisture conditions. MR90 retains at least 90% of its original MOR following the completion of a 24-hour thickness swell test. | |
| LD 1 | 20 / B-Deck | 2,000 | 500 | 500 | 0.75 | MR50 |
| MD | 20 / B-Deck | 2,500 | 2,000 | 750 | 0.75 | MR50 |
| 18 / B-Deck | 3,500 | 3,000 | 1,000 | 0.75 | MR50 | |
| HD 1, 2 | 18 / B-Deck | 4,500 | 4,000 | 1,200 | 0.75 | MR50 |
|
Steel Beams,
Purlins
|
N/A | 750 | 750 | 0.75 | MR50 | |
| WR 1 | 20 / B-Deck | 8,000 | 500 | 500 | 0.75 | MR90 |
| MAX | 18 / B-Deck | 3,000 | 6,000 | 1,500 | 1.50 | MR50 |
| Xspan 3 / Xspan FR 3 |
Steel Beams,
Purlins
|
3,500 | 2,500 | 900 | 1.125 | MR50 |
| ReShield 4 | See Note Below** | 3,500 | 3,000 | 1,000 | 0.25 | MR50 |
NOTES:
1 Not Suitable for AGVs
2 ResinDek HD robot and product load values above are calculated with 225 psf uniform loads at 16″ / 406 mm center supports
3 ResinDek Xspan load values above are calculated with 375 psf uniform loads at 16″ / 406 mm center supports
4 ResinDek ReShield allowable loads are dependent upon the substrate that it is being installed on. Contact us for more information
- Contact pressure values are to be used as a guide. Please consult factory for specific robot usage.
- For flooring solutions with B-Deck: Load values above are calculated on 36” / 914 mm beam spacing, increased spacing will reduce capacity.
Floor deflection is L/240. - For flooring solutions with no B-Deck: All allowable loads are based on a two span condition. Uniform load values are based on L/240 deflections, any deviation can positively or negatively impact these values. Please contact us for other span conditions. The calculations and load tables above have been compiled based on specified calculation methods and assumptions. The loads provided are for the purpose of information for preliminary studies and can not be used as a reference in structural studies. Contact an accredited engineering affice or architect to perform a complete stability analysis.
| ResinDek Flooring Panel | Substructure | Pallet lack + Product Load Limits (up to) |
Robot + Product Load Limits (up to)
|
Maximum Robot Contact Pressure | Thickness | Moisture Resistance |
|---|---|---|---|---|---|---|
| ga. | lbs. | Ibs. | psi | in. |
MR50 MR50 testing necessitates successful completion of a 24-hour thickness swell test (≤ 5.5% swell) and the retention of at least 50% of its original Modulus of Rupture (MOR) following an accelerated aging test. MR90 MR90 surpasses MR50 requirements, demonstrating superior strength retention and diminished thickness swell under demanding moisture conditions. MR90 retains at least 90% of its original MOR following the completion of a 24-hour thickness swell test. | |
| LD1 | 20 / B-Deck | 2,000 | 500 | 500 | 0.75 | MR50 |
| MD |
20 / B-Deck
18 / B-Deck
|
2,500 3,500
|
2,000 3,000
|
750 1,000
|
0.75 | MR50 |
| HD1, 2 |
18 / B-Deck
Steel Beams,
Purlins
|
4,500 N/A
|
4,000 750
|
1,200 750
|
0.75 | MR50 |
| WR1 | 20 / B-Deck | 8,000 | 500 | 500 | 0.75 | MR90 |
| MAX | 18 / B-Deck | 3,000 | 6,000 | 1,500 | 1.50 | MR50 |
|
Xspan® 3/ Xspan® FR 3
|
Steel Beams,
Purlins
|
3,500 | 2,500 | 900 | 1.125 | MR50 |
| ReShieldTM 4 | See Note Below** | 3,500 | 3,000 | 1,000 | 0.25 | MR50 |
| ReShieldTM 4 | Steek beams |