CONCRETE. Do not use form oil with epoxy or polymer-modified repair
materials.
1.12.2
Reinforcing Steel
Reinforcing Steel shall conform to the requirements of Section 03201 STEEL
BARS AND WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT FOR CIVIL WORKS.
1.12.3
Field-Molded Sealants
Field-molded sealants shall conform to the requirements of Section 03151A
EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL WORKS.
1.12.4
Compression Seals
Compression seals shall conform to the requirements of Section 03151A
EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL WORKS.
1.12.5
Concrete
Unless otherwise specified, concrete shall conform to the requirements of
Section [03300A CAST-IN-PLACE STRUCTURAL CONCRETE][03301A CAST-IN-PLACE
STRUCTURAL CONCRETE FOR CIVIL WORKS][Section 03307 CONCRETE FOR MINOR
STRUCTURES].
1.12.6
Shotcrete
Shotcrete shall conform to the requirements of Section 03371 SHOTCRETE.
1.12.7
Preplaced-Aggregate Concrete
Preplaced-aggregate concrete shall conform to the requirements of Section
03372 PREPLACED-AGGREGATE CONCRETE.
1.12.8
Precast Concrete
Precast concrete shall conform to the requirements of Section 03415A
PRECAST-PRESTRESSED CONCRETE.
1.12.9
Disposal of Waste Materials
Dispose waste materials in accordance with the requirements of Section 01572
CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT. Dispose of waste water in
accordance with 01355A ENVIRONMENTAL PROTECTION.
1.13
SAFETY
Perform all work performed in accordance with EM 385-1-1. To protect
personnel from overexposure to toxic materials, conform to the applicable
manufacturer's Material Safety Data Sheets (MSDS) or local regulation.
PART 2
PRODUCTS
2.1
MATERIALS
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NOTE: Material selection, including type of cement
and other cementitious materials, aggregates and
admixtures should be in accordance with EM
SECTION 03931
Page 37
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