03_01_00_-_CONCRETE_(Slabs,_Pads,_Small_Jobs).doc

Watervliet Arsenal

PROJECT TITLE

Facilities Engineering

2PW000

SECTION 03 01 00

CONCRETE

PART 1 GENERAL

1.01 REFERENCES

The publications referenced within this specification are referred to by the basic designation only.

A. ASTM INTERNATIONAL (ASTM)

a. ASTM C39/39M

(2010) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

1.02 SUBMITTALS

A. Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. Submit the following in accordance with the Statement of Work, SUBMITTALS:

a. SD-01 Preconstruction Submittals

1. Material Safety Data Sheets

b. SD-03 Product Data

1. Concrete

2. Reinforcing Material

PART 2 PRODUCTS

2.01 CONCRETE

A. Mixture

a. Provide 4000 psi minimum compressive strength, fiber reinforced, crack-resistant concrete as measured at 28 days cure time IAW ASTM C39.

PART 3 EXECUTION

3.01 PREPARATION

A. Follow all manufacturer’s printed instructions for surface preparation including subbase preparation, cleaning, pour depth restrictions, vapor barrier requirements dampening techniques.

3.02 MIXING, APPLICATION, CURING

A. Follow all manufacturer’s printed instructions for temperature restrictions, mixing, filling, consolidating, screeding, finishing and appropriate curing.

B. Finish the concrete as indicated in Section 1 - Items of Work or as indicated on the Drawings. If not indicated, broom finish the concrete.

- -END OF SECTION - -

GYPSUM BOARD

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