**************************************************************************USACE / NAVFAC / AFCESA / NASA UFGS-03 31 29 (February 2010) ------------------------------Preparing Activity: NAVFAC Superseding UFGS-03 31 29 (November 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2012**************************************************************************SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03 31 29MARINE CONCRETE02/10PART 1 GENERAL 1.1 REFERENCES 1.2 DEFINITIONS 1.3 SUBMITTALS 1.4 MODIFICATION OF REFERENCES 1.5 DELIVERY, STORAGE, AND HANDLING 1.6 CONCRETE 1.6.1 Concrete Mixture Design 1.6.1.1 Concrete Durability Performance 1.6.2 Drawings 1.6.2.1 Reinforcing Steel 1.6.2.2 Formwork 1.6.3 Certificates 1.6.3.1 Curing Concrete Elements 1.6.3.2 Form Removal Schedule 1.6.3.3 Concrete Placement and Compaction 1.6.3.4 Silica Fume Manufacturer's Supplier Representative 1.6.3.5 Quality Assurance 1.6.3.6 Field Testing Technician and Testing Agency 1.6.3.7 Mixture Designs 1.6.4 Test Reports 1.6.4.1 Concrete Mixture Proportions 1.6.4.2 Transport Properties 1.6.4.3 Fly Ash and Natural Pozzolan 1.6.4.4 Ground Granulated Blast-Furnace Slag 1.6.4.5 Ultra Fine Fly Ash or Pozzolan 1.6.4.6 Silica Fume 1.6.4.7 Aggregates 1.6.4.8 Admixtures 1.6.4.9 Fiber-Reinforced Concrete 1.6.4.10 Cement 1.6.4.11 Water 1.6.4.12 Reinforcement and Protective Coating 1.6.5 Field Samples 1.6.5.1 Slab Finish SampleSECTION 03 31 29 Page 1 1.6.5.2 Underwater Concrete SamplePART 2 PRODUCTS 2.1 CONCRETE 2.1.1 Strength 2.1.2 Contractor-Furnished Mixture Proportions 2.1.3 Durability Modeling 2.2 MATERIALS 2.2.1 Cement 2.2.1.1 Fly Ash and Pozzolan 2.2.1.2 Ground Granulated Blast-Furnace Slag 2.2.1.3 Silica Fume 2.2.2 Water 2.2.3 Aggregates 2.2.4...
