SECTION 02395 PRESTRESSED CONCRETE FENDER PILING

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USACE / NAVFAC / AFCESA

UFGS-02395 (May 2003)

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Preparing Activity: NAVFAC

Superseding

UFGS-02395N (September 1999)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated 23 June 2005

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SECTION 02395

PRESTRESSED CONCRETE FENDER PILING

05/03

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NOTE: This guide specification covers the

requirements for prestressed concrete fender piling.

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 extent and location of the work to be

accomplished should be indicated on the project

drawings or included in the project specification.

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NOTE: Refer to NFESC TM 53-89-03, "Prestressed

Concrete Fender Piling User Data Package" for

details of these fender piles. The following

information shall be shown on the drawings:

1.

Locations and design loads of piles.

2.

Size, shape, and length of piles.

3. Locations, sizes, and number of longitudinal

ducts for prestressing steel. Unit stresses for

prestressing strands or wire.

4.

Details of reinforcement and tendons.

SECTION 02395

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