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SECTION 03200 -CONCRETE REINFORCEMENT <br />PART1-GENERAL <br />1.01 Description <br />This work shall include furnishing and placing all reinforcing steel or wire mesh <br />used in cast-in-place concrete construction except prestressed strands and wires. <br />1.02 Product Delivery, Storage and Handling <br />Reinforcing steel shall be stored on platforms, skids, or other supports which will. <br />keep the steel above ground, well drained, and protected from damage. <br />PART 2 -PRODUCTS <br />2.01 Materials <br />A. Reinforcement bars <br />1. Bars shall be deformed and shall conform to ASTM A615, Grade 60. <br />2. Unless otherwise shown on the drawings, bars less than 3/8" in dia- <br />meter (No. 3) shall not be used in the work, except for stirrups, ties, <br />and distribution steel. <br />B. Wire mesh shall be furnished in flat sheets and shall conform to ASTM A185. <br />C. Wire ties shall be 18 gage black annealed wire, or patented wire ties ap- <br />proved by the Engineer. <br />2.02 Fabrication <br />A. Bends <br />1. Bent bar reinforcement shall be cold bent to the shape shown on the <br />drawings. <br />2. Unless otherwise specified or shown on the drawings, bends shall be <br />L made in accordance with the requirements of ACI 315. <br />C B. Reinforcing details, shown on the drawings, shall govern the furnishing, <br />fabrication, and placing of reinforcement, insofar es they apply. <br /> <br /> <br />L PART 3 -EXECUTION <br />j 3.01 Preparation • <br />L <br />03200-1 <br />