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Specifications - State of Delaware

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SECTION 033000 - CAST-IN-PLACE CONCRETE: continued<br />

laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician -<br />

Grade II.<br />

D. Source Limitations: Obtain each type or class <strong>of</strong> cementitious material <strong>of</strong> the same brand from<br />

the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures<br />

from single source from single manufacturer.<br />

E. ACI Publications: Comply with the following unless modified by requirements in the Contract<br />

Documents:<br />

1. ACI 301, "<strong>Specifications</strong> for Structural Concrete," Sections 1 through 5.<br />

2. ACI 117, "<strong>Specifications</strong> for Tolerances for Concrete Construction and Materials."<br />

F. Concrete Testing Service: Engage a qualified independent testing agency to perform material<br />

evaluation tests and to design concrete mixtures.<br />

1.08 DELIVERY, STORAGE, AND HANDLING:<br />

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and<br />

damage.<br />

PART 2 - PRODUCTS<br />

2.01 FORM-FACING MATERIALS:<br />

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and<br />

smooth concrete surfaces. Furnish in largest practicable sizes to minimize number <strong>of</strong> joints.<br />

1. Plywood, metal, or other approved panel materials.<br />

B. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch minimum.<br />

C. Form-Release Agent: Commercially formulated form-release agent that will not bond with,<br />

stain, or adversely affect concrete surfaces and will not impair subsequent treatments <strong>of</strong><br />

concrete surfaces.<br />

2.02 STEEL REINFORCEMENT:<br />

A. Recycled Content <strong>of</strong> Steel Products: Postconsumer recycled content plus one-half <strong>of</strong><br />

preconsumer recycled content not less than 25%.<br />

B. Reinforcing Bars: ASTM A615, Grade 60 (Grade 420), deformed.<br />

C. Plain-Steel Wire: ASTM A82, as drawn.<br />

D. Plain-Steel Welded Wire Reinforcement: ASTM A185, plain, fabricated from as-drawn steel<br />

wire into flat sheets.<br />

2.03 REINFORCEMENT ACCESSORIES:<br />

A. Joint Dowel Bars: ASTM A615, Grade 60, plain-steel bars, cut true to length with ends square<br />

and free <strong>of</strong> burrs.<br />

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and<br />

fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports<br />

from steel wire, plastic, or precast concrete according to CRSI's "Manual <strong>of</strong> Standard Practice,"<br />

<strong>of</strong> greater compressive strength than concrete.<br />

2.04 CONCRETE MATERIALS:<br />

A. Cementitious Material: Use the following cementitious materials, <strong>of</strong> the same type, brand, and<br />

source, throughout Project:<br />

1. Portland Cement: ASTM C150, Type I, gray. Supplement with the following:<br />

a. Fly Ash: ASTM C618, Class F or C.<br />

b. Ground Granulated Blast-Furnace Slag: ASTM C989, Grade 100 or 120.<br />

033000-4 DEAN033000.DOC

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