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1.09 <br />D. Protect members to prevent staining, chipping, or spatting of concrete. <br />E. Mark each member with date of production and final position in structure. <br />COORDINATION <br />A. Coordinate work under provisions of Section 01200. <br />B. Coordinate the work of framing components not pre -tensioned but associated with the <br />work of this section. <br />PART 2 - PRODUCTS <br />2.01 MATERIALS <br />A. Cement: Gray Portland, conforming to ASTM C150 Type III. <br />B. Aggregate, Sand, Water, Admixtures: Determined by precast fabricator as appropriate to <br />design requirements and PCI MNL -116. <br />2.02 REINFORCEMENT <br />A. Tensioning Steel Tendons: ANSI/ASTM A416 Grade 270K, of sufficient strength <br />commensurate with member design. <br />B. Reinforcing Steel: ASTM A615 Grade 60, deformed steel bars. <br />C, Welded Steel Wire Fabric: ASTM At 85 Plain Type flat sheets galvanized. <br />D. Coating: Galvanize reinforcement to resist corrosion. <br />2.03 ACCESSORIES <br />A. Connecting and Supporting Devices: ASTM A36 carbon steel Plates, angles, items cast <br />into concrete or items connected to steel framing members, inserts, conforming to PCI <br />MNL - 123; unfinished. Do not paint surfaces in contact with concrete or surfaces requiring <br />field welding. <br />B. Grout: Non -shrink, Non-metallic, minimum yield strength of 7,000 psi at 28 days. <br />C. Bearing Pads: Ifigh density NeOPrenes 1/8 inch thick, smoothmboth sides for planks, <br />vulcanized clastomenc compound molded to so'e, <br />D. Bolts, Nuts and Washers: High strength steel type recommended for structural steel joints. <br />E. Prime Paint: Zinc -rich alkyd type. <br />2.04 FABRICATION <br />044572017 <br />03410-3 <br />