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<br />Copyright 2003 AIA <br /> <br />MASTERSPEC Short Form <br /> <br />11/03 (R 05/06) <br /> <br />2.2 STEEL REINFORCEMENT <br /> <br />B. <br />C. <br />D. <br />E. <br />2.3 <br />A. <br /> <br />A. Recycled Content of Steel Products: Provide products with an average recycled content of steel <br />products so postconsum<:r recycled content plus one-half of preconsumer recycled content is not <br />less than [60] <Insert number> percent. <br /> <br />Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. <br /> <br />Plain-Steel Wire: ASTM A 82, as drawn. <br /> <br />Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire <br />into flat sheets. <br /> <br />Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet. <br /> <br />CONCRETE MATERIALS <br /> <br />Cementitious Material: Use the following cementitious materials, of the same type, brand, and <br />source throughout Projeet: <br /> <br />1. Portland Cement: ASTM C 150, Type [I] [II] [I/II] [III] [V].[ Supplement with the <br />following: ] <br /> <br />a. Fly Ash: ASTM C 618, Class [C] [F]. <br />b. Ground Gnmulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. <br /> <br />2. Blended Hydraulic Cement: ASTM C 595, Type [IS, portland blast-furnace slag] [IP, <br />portland-pozzola.n] [I (PM), pozzolan-modified portland] [I (SM), slag-modified <br />portland] cement. <br /> <br />B. Normal-Weight Aggregate: ASTM C 33, graded, [1-1I2-inch (3S-mm)] <Insert dimension> <br />nominal maximum aggregate size. <br /> <br />C. Water: ASTM C 94/C 94M[; potable]. <br /> <br />D. Synthetic Fiber: [Monofilament] [or] [fibrillated] polypropylene fibers engineered and <br />designed for use in concrete pavement, complying with ASTM C 1116, Type III, [1/2 to 1-1/2 <br />inches (13 to 38 mm)] <Insert dimensions> long. <br /> <br />2.4 ADMIXTURES <br /> <br />A. Air-Entraining Admixture: ASTM C 260. <br /> <br />B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with <br />other admixtures and that will not contribute water-soluble chloride ions exceeding those <br />permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium <br />chloride. <br /> <br />1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. <br />2. Retarding Admixture: ASTM C 494/C 494M, Type B. <br /> <br />CAST-IN-PLACE CONCRETE (LIMITED APPLICATIONS) <br /> <br />03301 - 2 <br />