Scaffolding board is Structural LVL (laminated veneer lumber) manufactured in accordance with OSHA Standard 29 CFR 1926.451 or AS/NZS 4357: 1995 is a strong lightweight laminated veneer lumber scaffold plank. The structural uniformity of LVL combined with our strict quality control of all processes of manufacturing ensures our plank is safe and reliable scaffold plank for construction, operation, maintenance and use of scaffolds used in the construction, alteration, demolition and maintenance of building and structures. 
Specification:
Size:       230mm/380mm/420mm X100/1600/2400/3000/3600/4200/4800/5400/6000mm
Thickness:  38/42mm
Density: 590-610kg/m³
Core：Eucalyptus, radiata pine, poplar or combi as requested.
Glue: WBP, Melamine, MR
Surface finish: un-sanded faces, raised edges and square-cut, painted sealed ends.
Quality: under the procedures of the VTT184/03 certificate and the EN 14374 
Applications:
- Frame and truss application
- As lintels and beams
- An ideal alternative to solid lumber when used for high-load applications such as headers, beams, rails, rim boards, and edge-forming material
- Door component
- Cabinet components
- Furniture industry
- Structural framing for residential and commercial construction
- Pitched rafters
- Floors Joists 

Product details

*Relevant and appropriate products requirement is available upon request

SGS test report according to OSHA standard 29 CFR 1962.451 and the actual test method is supplied by the applicant. 
This test result is a sample of products as specimen LVL produced with Radiata pine 3900mmX230mmX40mm, 6 pieces

Test result: 

Loading rate: 200N/s
Keeping time after loading: 1min
Precompact force: 100N

1). The standard has not determined the keeping time, the time of 1min is just for reference. 
2). It is impossible to make sure the force is uniformly between span in the Light-duty test, Medium-duty test, and Heavy-duty test, so several stones were uniformly distributed between span and a place covered on the stone was used to simulate the force applying on the specimen is well-distributed. 
3). It is difficult to make sure that the force is the same for 2 force location in Three-person test because the location is bending.
4). 1psf=4.8825 kg/m²

Requirement: 

The platform shall not deflect more than1/60 of the span when loaded the intended load and shall be capable to support at least 4 times without failure. The maximum intended load applied or transmitted.