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Sections of structural steel H-piles shall comply with the requirements for HP shapes in ASTM A6, or the following:
  1. The flange projections shall not exceed 14 times the minimum thickness of metal in either the flange or the web and the flange widths shall be not less than 80 percent of the depth of the section.
  2. The nominal depth in the direction of the web shall be not less than 8 inches (203 mm).
  3. Flanges and web shall have a minimum nominal thickness of 3/8 inch (9.5 mm).
For structures assigned to Seismic Design Category D, E or F, design and detailing of H-piles shall also conform to the requirements of AISC 341.

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1810.3.2 Soils and Foundations, Materials
Structural steel H-piles and structural steel sheet piling shall conform to the material requirements in ASTM A6. Steel pipe piles shall conform ...