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D. ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. <br /> E. ASTM A615 - Specifications for Deformed and Plain Billet Steel Bars for Concrete <br /> Reinforcement. <br /> F. ASTM C33 - Specifications for Concrete Aggregates. <br /> G. ASTM 751 -Preformed Expansion Joint Fillers for Concrete Paving and Structural <br /> Construction(Non-extruding and Resilient Bituminous Type). <br /> H. ASTM C309 -Liquid Membrane forming Compounds for Curing Concrete. <br /> I. ASTM C143-Test Method for Slump of Portland Cement Concrete. <br /> 1.4 SUBMITTALS <br /> A. Shop Drawings: Submit in accordance with Section 01300 for sPecially finished <br /> concrete. <br /> B. Samples: Submit samples of specially finished concrete for appearance acceptance. <br /> PART 2 PRODUCTS <br /> 2.1 MATERIALS <br /> A. Cement: ASTM C150,Type 1,corresponding to cement on which selection of concrete <br /> proportions was based. Use the same brand for each required type of concrete. <br /> B. Aggregates for Exterior Horizontal Concrete: Limits of deleterious substances and <br /> physical property requirements of fine and coarse aggregates shall comply with ASTM <br /> C33 and following additional requirements for exterior horizontal concrete. <br /> 1. Amount of deleterious substances in fine aggregate shall not exceed the following <br /> limits: <br /> Weight Percent of <br /> Item Total Sample Maximum <br /> Clay lumps and friable particles 0.5' <br /> Material finer than No. 200 sieve 3.0 <br /> Coal and lignite None <br /> Shale None <br /> 2. When fine aggregate is tested for potential reactivity by chemical method in <br /> accordance with ASTM C298,relationship between the quantity Rc(reduction in <br /> alkalinity)and the quantity Sc(dissolved silica)shall indicate that material is <br /> innocuous. <br /> ADDENDUM#1 <br /> 1607.001 -ORONO ICE ARENA(CP-2) Page 02515 -2 <br />