Technical Data for 

Decking Products

Mechanical Properties	Deckboard	2" x 6"	ASTM Method
Actual Size	1 1/8" x 5 1/8"	1 1/2" x 5 1/2"
Density	0.710 gm/cc	0.659 gm/cc	D6111-97
Flexural Secant Modulus @ 1% Strain	123,700 psi	120,000 psi	D6109-97
Flexural Stress @ 3% Strain	2258 psi	1993 psi	D6109-97
Compressive Stress @ 3% Strain	1683 psi	1993 psi	D6108-97
Maximum Span for l/240 @ 60 psf	16 in.	24 in.
Screw Pullout#10 1 1/2" Wood Screw	746 lbs.	746 lbs.	D6117-97
Thermal ExpansionCoefficient (-40o F/ + 160o F	5.65 x 10-5             in/in/oF	5.65 x 10-5        in/in/oF	X-20-29b
Water Absorption	<0.01%	<0.01%	D570-95

Testing performed by: L.J. Broutman & Associates as third party inspection. All testing method results are average (mean) per ASTM statistical requirements. All tests performed at 23° C.

The deckboard system tested old passed Modified ASTM 108, Class C Burning Brand Test. Test modified to simulate horizontal orientation of a deck.
Notes:. Screw Pullout Strength with a 2.5 safety factor as required by most building codes yield an average withdrawal design strength of 298 lbs. By comparison White Oak has a pullout of 288 lbs. (National Design Specification for Wood Construction) before the application of a reduction factor.

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