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UFGS Criteria Document Report
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SECTION 03300N CAST-IN-PLACE CONCRETE
REFERENCES - 03300N0006
ASTM INTERNATIONAL (ASTM) - 03300N0007
ASTM INTERNATIONAL (ASTM) (cont.) - 03300N0008
U.S. ARMY CORPS OF ENGINEERS (USACE)
SUBMITTALS - 03300N0010
SD-02 Shop Drawings - 03300N0011
SD-06 Test Reports - 03300N0012
MODIFICATION OF REFERENCES - 03300N0013
Control Submittals
Test Reports - 03300N0015
MATERIALS FOR FORMS
AIR ENTRAINMENT AND AGGREGATE SIZE
GUIDELINES FOR CONCRETE NOT EXPOSED TO SEVERE CONDITIONS FOR MAXIMUM WATER-CEMENT RATIO
REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS (From ACI 318M/318RM)
REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS (From ACI 318M/318RM) (cont.)
Mix Proportions for Normal Weight Concrete
Required Average Strength of Mix Design
Acceptable types of cement
Fly Ash and Pozzolan - 03300N0024
Aggregates - 03300N0025
Aggregrates/Combined Aggregrate Gradation (Floor Slabs Only)
Admixtures - 03300N0027
Materials for Curing Concrete - 03300N0028
REINFORCEMENT - 03300N0029
Removal of Forms and Supports
PLACING REINFORCEMENT AND MISCELLANEOUS MATERIALS
Reinforcement Supports
Expansion Joints and Contraction Joints
BATCHING, MEASURING, MIXING, AND TRANSPORTING CONCRETE
Footing Placement
Application of Epoxy Bonding Compound
SURFACE FINISHES EXCEPT FLOOR, SLAB, AND PAVEMENT FINISHES
Surface Finish Samples
Floated
Broomed
Flat Floor Finishes
Concrete Walks
Moist Curing - 03300N0043
Fog Spraying or Sprinkling
Liquid Chemical Sealer-Hardener - 03300N0045
Compressive Strength Tests
03300N