SECTION 03930 CONCRETE REHABILITATION

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USACE / NAVFAC / AFCESA

UFGS-03930N (September 1999)

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Preparing Activity: NAVFAC

Replacing without revision

NFGS of same number and date

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated 23 June 2005

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SECTION 03930

CONCRETE REHABILITATION

09/99

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NOTE: This guide specification covers the

requirements for repair of portland cement concrete

using epoxy resin grouts, mortars and concretes.

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: Select appropriate title for type of repair

work in contract. For repairs involving bonding new

Portland cement concrete to old Portland cement

concrete using epoxy resin binder use Section 02752

PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES or Section 03300N CAST-IN-PLACE CONCRETE

depending on project requirements.

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NOTE: The following information should be shown on

the project drawings:

1. Location and extent of spalled, cracked or

damaged concrete to be repaired with epoxy;

2. Location and extent of cracked concrete or saw

kerfs to be filled with epoxy mortar;

3.

Location of dowels to be installed and cracks to

SECTION 03930

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