SECTION 03300N CAST-IN-PLACE CONCRETE

03300N
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USACE / NAVFAC / AFCESA

UFGS-03300N (February 2002)

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Preparing Activity: NAVFAC

Superseding

UFGS-03300N (September 1999)

UNIFIED FACILITIES GUIDE SPECIFICATION

References are in agreement with UMRL dated 23 June 2005

Revised throughout - changes not indicated by CHG tags

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SECTION 03300N

CAST-IN-PLACE CONCRETE

02/02

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NOTE: This guide specification covers the

requirements for cast-in-place concrete.

Comments and suggestions on this guide specification

are welcome and should be directed to the technical

proponent of the specification. A listing of

technical proponents, including their organization

designation and telephone number, is on the Internet.

Recommended changes to a UFGS should be submitted as

a Criteria Change Request (CCR).

Use of electronic communication is encouraged.

Brackets are used in the text to indicate designer

choices or locations where text must be supplied by

the designer.

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NOTE: The following information shall be shown on

the project drawings:

Loading assumptions.

2. Assumed temperature range when temperature

stresses are a factor in design.

Material strengths used in design, f'c.

4. Details of concrete sections, showing

dimensions, reinforcement cover, and required camber.

5. Locations where structural lightweight concrete

or lightweight insulation or fill concrete will be

used.

6. Details which require a depressed structural

slab for static-disseminating and spark-resistant

SECTION 03300N

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