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Engineering Specifications

Engineering Pilings Our composite pilings have been developed using an innovative, three-dimensional fiberglass fabric that has exceptional shear, stiffness, and strength properties as well as outstanding damage tolerance. This highly advanced fabric is produced at our own manufacturing facility to the specific requirements of each piling diameter and thickness to optimize properties and minimize cost.

For a protective outer layer, Pearson Pilings incorporates a natural brown-colored engineering thermoplastic finish known as “PPT”. The “PPT” resists UV radiation and provides a smooth, attractive, and highly durable surface. A modified vinylester resin matrix is used to create long-term hydrolytic stability. Pearson Pilings are strong enough to be driven to the highest level of resistance ensuring a solid, lasting installation.

The following mechanical properties are the results from testing at Brown University’s Mechanical Engineering Lab:


Mechanical Properties
8'' Piling
10'' Piling
12'' Piling
14'' Piling
Axial Tensile Strength 27,000 psi min 29,000 psi min 65,000 psi min 65,000 psi min
Axial Tensile Modulus 2,100,000 psi min 2,700,000 psi min 4,300,000 psi min 4,300,000 psi min
Axial Flexural Strength 25,000 psi min 27,000 psi min 70,000 psi min 70,000 psi min
Axial Flexural Modulus 2,100,000 psi min 2,500,000 psi min 4,000,000 psi min 4,000,000 psi min
Axial Compressive Strength 30,000 psi min 40,000 psi min 55,000 psi min 55,000 psi min
Transverse Tensile Strength 18,000 psi min 21,000 psi min 25,000 psi min 25,000 psi min
Youngs Modulus 2,100,000 2,700,000 4,300,000 4,300,000
Barcol Hardness >.50 min >.50 min >.50 min >.50 min
Fiberglass to Resin Ratio 50% / 50% by weight 55% / 45% by weight 60% / 40% by weight 60% / 40% by weight
Thermal Expansion <.000014 in / deg F <.000012 in / deg F <.000006 in / deg F <.000006 in / deg F
Water Absorption >.25% <.25% <.25% <.25%
Moment of Inertia 33.56 96.17 235.9 379.69
Area - sq/in 4.3 7.96 13.7 16.05
Wall Thickness - inches .175 .26 .375 .375