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<strong>Buffalo</strong> <strong>Wild</strong> <strong>Wings</strong><br />

13. ASTM C 618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural<br />

Pozzolan for Use in Concrete.<br />

14. ASTM C 685/C 685M - Standard Specification for Concrete Made by Volumetric Batching<br />

and Continuous Mixing.<br />

15. ASTM C 1107 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout<br />

(Nonshrink).<br />

16. ASTM D 994 - Standard Specification for Preformed Expansion Joint Filler for Concrete<br />

(Bituminous Type).<br />

17. ASTM D 1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete<br />

Paving and Structural Construction (Nonextruding and Resilient Bituminous Types).<br />

18. ASTM E 1745 - Standard Specification for Plastic Water Vapor Retarders Used in Contact<br />

with Soil or Granular Fill under Concrete Slabs.<br />

1.04 SUBMITTALS<br />

A. Refer to Section 01300 - Administrative Requirements, for submittal procedures.<br />

B. Mix Designs: Submit proposed mix design of each class of concrete to Construction Manager<br />

for review prior to commencement of concrete operations.<br />

C. Project Record Documents: Accurately record actual locations of embedded utilities and<br />

components that will be concealed from view upon completion of concrete work.<br />

1.05 QUALITY ASSURANCE<br />

A. Perform work of this section in accordance with ACI 301 and ACI 318.<br />

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

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

through one source from a single manufacturer.<br />

C. Follow recommendations of ACI 305R when concreting during hot weather.<br />

D. Follow recommendations of ACI 306R when concreting during cold weather.<br />

PART 2 PRODUCTS<br />

2.01 FORMWORK<br />

A. Form Materials: Provide standard products with sufficient strength to withstand hydrostatic<br />

head without distortion in excess of permitted tolerances.<br />

1. Form Coating: Release agent that will not bond with, stain or adversely affect concrete or<br />

interfere with application of coatings.<br />

2.02 REINFORCEMENT<br />

A. Comply with requirements as indicated on Structural Drawings.<br />

B. Reinforcing Bars: ASTM A 615, Grade 60, deformed.<br />

C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel<br />

wire into flat sheets.<br />

D. Reinforcement Accessories:<br />

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

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

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

Standard Practice".<br />

04-27-11 CAST-IN-PLACE CONCRETE<br />

03300 -2

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