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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 /> 1 .09 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 /> l <br /> C. Bearing Pads: High density Neoprene, 1/8 inch thick, smooth-both sides for planks, <br /> vulcanized elastomenc compound molded to size. <br /> D . Bolts, Nuts and Washers: High strength steel type recommended for structural steel joints. <br /> I <br /> l E. Prime Paint: Zinc-rich alkyd type. <br /> 2.04 FABRICATION <br /> 044572017 <br /> I03410-3 <br />