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2) Use one brand of cement throughout project unless otherwise <br />acceptable to the ENGINEER. <br />3) Fly -Ash: Permitted. <br />4) Normal Weight Aggregates: ASTM C 33 and as herein specified. <br />Provide aggregates from a single source for exposed concrete. <br />For exterior exposed surfaces, do not use fine or coarse aggregates <br />containing spalling-ca using deleterious substances. <br />5) Local aggregates not complying with ASTM C 33 but which have shown, <br />by special test or actual service, to produce concrete of adequate <br />strength and durability may be used when acceptable to the <br />ENGINEER. <br />6) Water: Drinkable. <br />D. RELATED MATERIALS: <br />1) <br />2) <br />Expansion Joint Material: % "nominal thickness, asphalt <br />impregnated. <br />Expansion /Constriction Joint Sealant: Low modulus silicone. <br />3) Liquid Membrane - Forming Curing /Sealing Compound: Liquid type <br />membrane - forming curing compound complying with ASTM C 309, Type <br />I, Class A. Moisture loss not more than 0.055 gr. /sq. cm. when applied at <br />200 sq. ft. /gal. <br />Products: Subject to compliance with requirements, provide one of the <br />following: <br />TS -10 <br />RX48/03GUNNY ISLESRECHSPECS <br />