Specifications include, but are not limited to: Steel piling must be 14 pieces - 20 feet 0 inches. Steel piling shall conform to the requirements of ASTM A572 (fs = 50,000 p.s.i.). Dimensions of all #5 epoxy coated bent rebar shall be manufactured to match the specifications listed in the accompanying set of pertinent plans for this project. All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed. #5 epoxy coated straight rebar must be 44 pieces - 20 feet 0 inches.; All reinforcing steel shall be intermediate grade billet steel, grade 40 or grade 60 in accordance with subsection 709.1 of the Standard Specifications. The requirements of Section 602 of the Standard Specifications shall be followed.
