{"id":191265,"date":"2024-10-19T12:05:17","date_gmt":"2024-10-19T12:05:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-301-2010\/"},"modified":"2024-10-25T04:33:20","modified_gmt":"2024-10-25T04:33:20","slug":"aci-301-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-301-2010\/","title":{"rendered":"ACI 301 2010"},"content":{"rendered":"

This is a Reference Specification that the Architect\/Engineer can apply to any construction project involving structural concrete by citing it in the Project Specifications. A mandatory requirements checklist and an optional requirements checklist are provided to assist the Architect\/Engineer in supplementing the provisions of this Specification as required or needed by designating or specifying individual project requirements. The first five sections of this Specification cover general construction requirements for cast-in-place structural concrete and slabs-on-ground. These sections cover materials and proportioning of concrete; reinforcement and prestressing steel; production, placing, finishing, and curing of concrete; formwork performance criteria and construction; treatment of joints; embedded items; repair of surface defects; and finishing of formed and unformed surfaces. Provisions governing testing, evaluation, and acceptance of concrete as well as acceptance of the structures are included. The remaining sections are devoted to architectural concrete, lightweight concrete, mass concrete, post-tensioned concrete, shrinkage-compensating concrete, industrial floor slabs, tilt-up construction, precast structural concrete, and precast architectural concrete. Keywords: architectural; cold weather; compressive strength; consolidation; curing; durability; finish; formwork; grouting; hot weather; industrial floors; inspection; joints; lightweight concrete; mass concrete; mixture proportions; placing; post-tensioned; precast; prestressing steel; repair; reshoring; shoring; shrinkage-compensating; slab; slabs-on-ground; steel reinforcement; testing; tilt-up; tolerance; welded wire.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
7<\/td>\nSECTION 1\u2014 GENERAL REQUIREMENTS
1.1\u2014Scope
1.1.1 Work specified
1.1.2 Work not specified
1.1.3 Units
1.2\u2014Definitions <\/td>\n<\/tr>\n
8<\/td>\n1.3\u2014Referenced standards and cited publications
1.3.1 Referenced standards
1.3.1.1 ACI standards
1.3.1.2 ASTM standards <\/td>\n<\/tr>\n
11<\/td>\n1.3.1.3 Other referenced standards
1.3.2 Cited publications
1.3.3 Field references
1.4\u2014Standards-producing organizations <\/td>\n<\/tr>\n
12<\/td>\n1.5\u2014Submittals
1.5.1 General
1.5.2 Contractor\u2019s quality control
1.6\u2014Quality assurance and quality control
1.6.1 General
1.6.1.1 Testing agencies
1.6.1.2 Field technicians
1.6.2 Responsibilities of Contractor
1.6.2.1
1.6.2.2 Duties and responsibilities
1.6.2.2.a
1.6.2.2.b
1.6.2.2.c
1.6.2.2.d
1.6.2.2.e
1.6.2.2.f
1.6.2.2.g
1.6.2.3 Tests required of Contractor\u2019s testing agency
1.6.2.3.a
1.6.2.3.b
1.6.3 Responsibilities of Owner\u2019s testing agency
1.6.3.1 <\/td>\n<\/tr>\n
13<\/td>\n1.6.3.1.a
1.6.3.1.b
1.6.3.1.c
1.6.3.2 Testing services
1.6.3.2.a
1.6.3.2.b
1.6.3.2.c
1.6.3.2.d
1.6.3.2.e
1.6.3.2.f
1.6.3.2.g
1.6.3.3 Additional testing and inspection services
1.6.3.4 Other testing services as needed
1.6.4 Tests on hardened concrete in place
1.6.4.1 General
1.6.4.2 Nondestructive tests for uniformity
1.6.4.3 Core tests
1.6.4.3.a <\/td>\n<\/tr>\n
14<\/td>\n1.6.4.3.b
1.6.4.3.c
1.6.5 Evaluation of concrete strength tests
1.6.5.1 Standard molded and cured strength specimens
1.6.5.2 Core tests
1.6.5.3 In-place strength tests
1.6.6 Acceptance of concrete strength
1.6.6.1 Standard molded and cured strength specimens
1.6.6.1.a
1.6.6.1.b
1.6.6.2 Core tests
1.6.6.3 In-place tests
1.6.7 Field acceptance of concrete
1.6.7.1 Air content
1.6.7.2 Slump
1.6.7.3 Temperature
1.7\u2014Acceptance of structure
1.7.1 General
1.7.1.1
1.7.1.2
1.7.1.3
1.7.1.4
1.7.1.5
1.7.2 Dimensional tolerances
1.7.2.1
1.7.2.2
1.7.2.3 <\/td>\n<\/tr>\n
15<\/td>\n1.7.2.4
1.7.2.5
1.7.2.6
1.7.3 Appearance
1.7.3.1
1.7.4 Strength of structure
1.7.4.1 Criteria for determining potential strength deficiency
1.7.4.1.a
1.7.4.1.b
1.7.4.1.c
1.7.4.1.d
1.7.4.1.e
1.7.4.1.f
1.7.4.2 Action required when strength is potentially deficient
1.7.4.2.a
1.7.4.2.b
1.7.4.2.c
1.7.4.2.d
1.7.4.2.e
1.7.5 Durability
1.7.5.1 Criteria for determining potential durability deficiency
1.7.5.1.a
1.7.5.1.b
1.7.5.1.c
1.7.5.1.d
1.7.5.1.e
1.7.5.1.f
1.7.5.1.g
1.7.5.2 Action required when durability is potentially deficient
1.7.5.2.a
1.7.5.2.b
1.7.5.2.c
1.7.5.2. d
1.7.5.2.e
1.8\u2014Protection of in-place concrete
1.8.1 Loading and support of concrete
1.8.2 Protection from mechanical injury
SECTION 2\u2014 FORMWORK AND FORMWORK ACCESSORIES
2.1\u2014General
2.1.1 Description
2.1.2 Submittals
2.1.2.1
2.1.2.1.a Form-facing materials
2.1.2.1.b Construction and contraction joints <\/td>\n<\/tr>\n
16<\/td>\n2.1.2.1.c Testing for formwork removal
2.1.2.1.d Reshoring and backshoring procedure
2.1.2.1.e
2.1.2.2
2.1.2.2.a
2.1.2.2.b
2.1.2.2.c
2.1.2.2.d
2.1.2.2.e
2.2\u2014Products
2.2.1 Materials
2.2.1.1 Form-facing materials
2.2.1.2 Formwork accessories
2.2.1.3 Formwork release agents
2.2.1.4 Expansion joint filler
2.2.1.5 Other embedded items
2.2.1.6 Chamfer materials
2.2.2 Performance and design requirements
2.2.2.1
2.2.2.2
2.2.2.3
2.2.2.4
2.2.2.5 Construction, expansion, and contraction joints
2.2.2.5.a
2.2.2.5.b
2.2.2.5.c
2.2.2.5.d
2.2.2.6
2.2.2.7
2.2.3 Fabrication and manufacture
2.2.3.1
2.2.3.2
2.2.3.3 <\/td>\n<\/tr>\n
17<\/td>\n2.3\u2014Execution
2.3.1 Construction and erection of formwork
2.3.1.1
2.3.1.2
2.3.1.3
2.3.1.4
2.3.1.5
2.3.1.6
2.3.1.7
2.3.1.8
2.3.1.9
2.3.1.10
2.3.1.11
2.3.1.12
2.3.1.13
2.3.1.14
2.3.1.15
2.3.1.16
2.3.1.17
2.3.2 Removal of formwork
2.3.2.1
2.3.2.2
2.3.2.3
2.3.2.4
2.3.2.5
2.3.2.6
2.3.3 Reshoring and backshoring
2.3.3.1
2.3.3.2
2.3.3.3
2.3.3.4 <\/td>\n<\/tr>\n
18<\/td>\n2.3.3.5
2.3.3.6
2.3.4 Strength of concrete required for removal of formwork
2.3.4.1
2.3.4.2
2.3.4.2.a
2.3.4.2.b
2.3.4.2.c
2.3.4.2.d
2.3.5 Field quality control
2.3.5.1
2.3.5.2
SECTION 3\u2014 REINFORCEMENT AND REINFORCEMENT SUPPORTS
3.1\u2014 General
3.1.1 Submittals
3.1.1.1
3.1.1.1.a Reinforcement
3.1.1.1.b Placing drawings
3.1.1.1.c Splices
3.1.1.1.d Mechanical splices
3.1.1.1.e Column dowels
3.1.1.1.f Field bending
3.1.1.1.g Certification
3.1.1.2
3.1.1.2.a Welding
3.1.1.2.b Supports
3.1.1.3
3.1.1.3.a Reinforcement relocation
3.1.1.3.b
3.1.2 Material storage and handling
3.1.2.1
3.1.2.2
3.2\u2014Products
3.2.1 Materials
3.2.1.1 Reinforcing bars <\/td>\n<\/tr>\n
19<\/td>\n3.2.1.2 Coated reinforcing bars
3.2.1.2.a
3.2.1.2.b
3.2.1.3 Stainless steel reinforcing bars
3.2.1.4 Bar mats
3.2.1.5 Headed reinforcing bars
3.2.1.6 Wire
3.2.1.6.a
3.2.1.6.b
3.2.1.6.c
3.2.1.6.d
3.2.1.6.e
3.2.1.7 Welded wire reinforcement
3.2.1.7.a
3.2.1.7.b
3.2.1.7.c Epoxy-coated welded wire reinforcement
3.2.1.7.d
3.2.1.7.e
3.2.1.8 Headed shear stud reinforcement
3.2.1.9 Steel fiber reinforcement
3.2.1.10 Reinforcement supports
3.2.1.10.a
3.2.1.10.b
3.2.1.10.c
3.2.1.10.d
3.2.1.11 Coated wire-reinforcement supports
3.2.1.11.a
3.2.1.11.b <\/td>\n<\/tr>\n
20<\/td>\n3.2.1.12 Precast concrete reinforcement support
3.2.2 Fabrication
3.2.2.1 Bending
3.2.2.2 Welding
3.2.2.2.a
3.2.2.2.b
3.3\u2014Execution
3.3.1 Preparation
3.3.1.1
3.3.2 Placing
3.3.2.1 Tolerances
3.3.2.2 Reinforcement relocation
3.3.2.3 Concrete cover
3.3.2.4 Reinforcement supports
3.3.2.4.a
3.3.2.4.b
3.3.2.4.c
3.3.2.4.d
3.3.2.4.e
3.3.2.4.f
3.3.2.4.g
3.3.2.4.h
3.3.2.4.i
3.3.2.5 Welded wire reinforcement
3.3.2.6 Column dowels
3.3.2.7 Splices
3.3.2.8 Field bending or straightening
3.3.2.8.a Preheating <\/td>\n<\/tr>\n
22<\/td>\n3.3.2.8.b Bend diameters
3.3.2.8.c Repair of bar coatings
3.3.2.9 Field cutting reinforcement
3.3.2.9.a
3.3.2.9.b
3.3.2.10 Reinforcement through expansion joint
SECTION 4\u2014 CONCRETE MIXTURES
4.1\u2014 General
4.1.1 Description
4.1.2 Submittals
4.1.2.1 Mixture proportions
4.1.2.2 Mixture proportion data
4.1.2.3 Concrete materials
4.1.2.4 Field test records
4.1.2.5 Trial mixture records
4.1.2.6 Mixture proportion adjustments
4.1.2.7 Concrete for floors
4.1.2.8 Calcium chloride
4.1.2.9 Volumetric batching
4.1.2.10 Time of discharge
4.1.3 Quality control
4.1.3.1
4.1.3.2
4.1.3.3
4.1.4 Material storage and handling
4.1.4.1 Cementitious materials
4.1.4.2 Aggregates
4.1.4.3 Water and ice
4.1.4.4 Admixtures <\/td>\n<\/tr>\n
23<\/td>\n4.2\u2014Products
4.2.1 Materials
4.2.1.1 Cementitious materials
4.2.1.1.a
4.2.1.1.b
4.2.1.1.c
4.2.1.1.d
4.2.1.1.e
4.2.1.1.f
4.2.1.1.g
4.2.1.2 Aggregates
4.2.1.3 Water and ice
4.2.1.4 Admixtures
4.2.1.5 Change of materials
4.2.2 Performance and design requirements
4.2.2.1 Cementitious material content
4.2.2.2 Slump
4.2.2.3 Size of coarse aggregate
4.2.2.4 Air content
4.2.2.5 Admixtures <\/td>\n<\/tr>\n
24<\/td>\n4.2.2.6 Concrete temperature
4.2.2.7 Durability
4.2.2.7.a Sulfate resistance
4.2.2.7.b Freezing and thawing resistance
4.2.2.7.c Low permeability
4.2.2.7.d Corrosion protection of reinforcement
4.2.2.8 Strength and water-cementitious material ratio
4.2.2.8.a
4.2.2.9 Steel fiber-reinforced concrete
4.2.3 Proportioning
4.2.3.1 <\/td>\n<\/tr>\n
25<\/td>\n4.2.3.2 Sample standard deviation
4.2.3.2.a Field test data
4.2.3.2.b Calculate sample standard deviation <\/td>\n<\/tr>\n
26<\/td>\n4.2.3.3 Required average compressive strength
4.2.3.3.a
4.2.3.3.b
4.2.3.4 Documentation of average compressive strength
4.2.3.4.a Field test data
4.2.3.4.b Trial mixtures
4.2.3.5 Field verification of selected mixture proportions
4.2.3.6 Revisions to concrete mixtures <\/td>\n<\/tr>\n
27<\/td>\n4.2.3.6.a
4.2.3.6.b
4.2.3.6.c
4.3\u2014Execution
4.3.1 Measuring, batching, and mixing
4.3.1.1 Ready mixed and site-produced concrete
4.3.1.2 Concrete produced by volumetric batching and continuous mixing
4.3.1.3 Prepackaged dry materials used in concrete
4.3.2 Delivery
4.3.2.1 Slump adjustment
4.3.2.2 Time of discharge
SECTION 5\u2014 HANDLING, PLACING, AND CONSTRUCTING
5.1\u2014 General
5.1.1 Description
5.1.2 Submittals
5.1.2.1
5.1.2.1.a Field control test reports
5.1.2.1.b Temperature measurement
5.1.2.1.c Qualifications of finishers
5.1.2.1.d Drawings and data
5.1.2.1.e Placement notification
5.1.2.1.f Preplacement requirements
5.1.2.2
5.1.2.2.a Conveying equipment
5.1.2.2.b Repair methods
5.1.2.2.c Wet-weather protection
5.1.2.2.d Hot-weather placement
5.1.2.2.e Cold-weather placement
5.1.2.2.f Matching sample finish
5.1.2.2.g Exposed-aggregate surface
5.1.2.3
5.1.2.3.a Construction joints
5.1.2.3.b Two-course slabs
5.1.2.3.c Underwater placement
5.1.2.3.d Contraction or expansion joints <\/td>\n<\/tr>\n
28<\/td>\n5.1.2.3.e Curing method
5.1.2.3.f Coated ties
5.1.2.3.g Repair materials
5.1.3 Delivery, storage, and handling
5.1.3.1 Delivery
5.1.3.2 Storage and handling
5.2\u2014Products
5.2.1 Materials
5.2.1.1 Water for curing
5.2.1.2 Curing compounds
5.2.1.3 Waterproof sheet materials
5.2.1.4 Repair materials
5.2.1.5 Bonding grout
5.2.1.6 Scrub coat
5.2.2 Performance and design requirements
5.2.2.1 Construction and contraction joints
5.3\u2014Execution
5.3.1 Preparation
5.3.1.1
5.3.1.2
5.3.1.3
5.3.1.4
5.3.1.5
5.3.1.6
5.3.2 Placement of concrete
5.3.2.1 Weather considerations
5.3.2.1.a Wet weather
5.3.2.1.b Cold weather
5.3.2.1.c Hot weather
5.3.2.2 Conveying
5.3.2.3 Conveying equipment
5.3.2.3.a
5.3.2.3.b <\/td>\n<\/tr>\n
29<\/td>\n5.3.2.3.c
5.3.2.4 Depositing
5.3.2.5 Consolidating
5.3.2.6 Construction joints
5.3.3 Finishing formed surfaces
5.3.3.1 General
5.3.3.2 Matching sample finish
5.3.3.3 As-cast finishes
5.3.3.3.a Surface finish-1.0 (SF-1.0)
5.3.3.3.b Surface finish-2.0 (SF-2.0)
5.3.3.3.c Surface finish-3.0 (SF-3.0)
5.3.3.4 Rubbed finishes
5.3.3.4.a Smooth-rubbed finish
5.3.3.4.b Grout-cleaned rubbed finish <\/td>\n<\/tr>\n
30<\/td>\n5.3.3.4.c Cork-floated finish\u2014When specified, removeties, burrs, and fins. Wet the
5.3.3.5 Unspecified as-cast finishes
5.3.3.6 Architectural finishes
5.3.4 Finishing unformed surfaces
5.3.4.1 Placement
5.3.4.2 Finishes and tolerances
5.3.4.2.a Scratch finish
5.3.4.2.b Float finish
5.3.4.2.c Trowel finish
5.3.4.2.d Broom or belt finish
5.3.4.2.e Dry-shake finish
5.3.4.2.f Heavy-duty topping for two-course slabs
5.3.4.2.g Topping for two-course slab not intended for heavy-duty service
5.3.4.2.h Nonslip finish
5.3.4.2.i Exposed-aggregate finish <\/td>\n<\/tr>\n
31<\/td>\n5.3.4.2.j Nonspecified finish
5.3.4.3 Measuring tolerances for slabs
5.3.4.3.a
5.3.4.3.b
5.3.4.3.c
5.3.5 Sawed joints
5.3.6 Curing and protection
5.3.6.1 Curing
5.3.6.2 Unformed concrete surfaces
5.3.6.3 Formed concrete surfaces
5.3.6.4 Curing methods
5.3.6.5 Protection
5.3.7 Repair of surface defects
5.3.7.1 General <\/td>\n<\/tr>\n
32<\/td>\n5.3.7.2 Repair of tie holes
5.3.7.3 Repair of surface defects other than tie holes
5.3.7.4 Site-mixed portland-cement repair mortar
5.3.7.5 Repair materials other than site-mixed portland-cement mortar
5.3.7.6 Removal of stains, rust, efflorescence, and surface deposits
SECTION 6\u2014 ARCHITECTURAL CONCRETE
6.1\u2014 General
6.1.1 Description
6.1.1.1 Scope
6.1.1.2 Coordination
6.1.1.3 General requirements
6.1.2 Submittals
6.1.2.1 Drawings and data
6.1.2.2
6.1.2.2.a Field mockups
6.1.2.2.b Exposed-aggregate finishes
6.1.2.2.c Form face, form liner, and molds
6.1.2.2.d Compressible tape
6.1.2.2.e Form joint caulking
6.1.2.3 Before review and acceptance of submittals
6.1.2.4 Waste wash-water disposal plan
6.1.3 Quality control
6.1.3.1 Manufacturer\u2019s technical specialists
6.1.3.2 Preconstruction conference
6.1.3.3 Architectural Concrete Reference Standard
6.1.3.4 Field mockup
6.1.3.4.a
6.1.3.4.b
6.1.3.4.c <\/td>\n<\/tr>\n
33<\/td>\n6.1.3.5 Contractor personnel qualifications
6.1.3.6 Reports
6.1.3.6.a
6.1.3.6.b
6.1.3.7 Periodic acceptance
6.1.4 Product delivery, storage, and handling
6.1.4.1 Formwork
6.1.4.2
6.1.4.3
6.2\u2014Products
6.2.1 Materials
6.2.1.1 Cement
6.2.1.2 Water
6.2.1.2.a
6.2.1.2.b
6.2.1.3 Aggregate
6.2.1.3.a
6.2.1.4 Admixtures
6.2.1.5 Concrete
6.2.1.5.a
6.2.1.5.b
6.2.1.6 Reinforcement, reinforcement supports, spacers, and tie wires
6.2.1.6.a
6.2.1.6.b
6.2.1.6.c
6.2.1.7 Formwork
6.2.1.7.a
6.2.1.8 Form ties
6.2.1.8.a
6.2.1.8.b
6.2.1.9 Rustications
6.2.1.10 Form-release agents
6.2.1.11 Miscellaneous
6.2.1.11.a Compressible tape
6.2.1.11.b Form sealant
6.2.1.11.c Abrasive material
6.2.1.11.d Surface retarders
6.2.1.11.e Acid
6.2.2 Performance and design requirements
6.2.2.1 Formwork
6.2.2.1.a
6.2.2.1.b
6.2.2.1.c <\/td>\n<\/tr>\n
34<\/td>\n6.2.2.1.d
6.2.2.1.e
6.2.3 Proportioning concrete mixtures
6.3\u2014Execution
6.3.1 Preparation
6.3.2 Placement of reinforcement
6.3.3 Batching, mixing, and transporting
6.3.4 Conveying and placement
6.3.5 Consolidation
6.3.6 Formwork
6.3.6.1 Form surface preparation
6.3.6.1.a
6.3.6.1.b
6.3.7 Formwork monitoring
6.3.8 Formwork removal
6.3.9 Repair of tie holes and surface defects
6.3.9.1 General
6.3.9.2 Repair area
6.3.9.3 Color and texture match
6.3.9.4 Exposed aggregate
6.3.9.5 Curing repairs
6.3.10 Finishing
6.3.10.1 Textured finishes <\/td>\n<\/tr>\n
35<\/td>\n6.3.10.2 Aggregate transfer finishes
6.3.10.3 Exposed-aggregate finishes
6.3.10.3.a Aggregate exposed by abrasive blast
6.3.10.3.b Aggregate exposed by removing retarded surface paste on vertical surfaces
6.3.10.3.c Aggregate exposed by removing retarded surface paste on horizontal surfaces
6.3.10.3.d Acid wash
6.3.10.3.e Mechanical tooling (bush-hammering)
6.3.10.3.f Waterblast
6.3.11 Curing architectural concrete
6.3.12 Final cleanup
6.3.13 Final acceptance of architectural concrete
SECTION 7\u2014 LIGHTWEIGHT CONCRETE
7.1\u2014 General
7.1.1 Description
7.1.2 Submittals
7.1.2.1 Aggregate moisture condition
7.1.2.2 Concrete density
7.1.2.3 Batching and mixing
7.1.2.4 Review of submittals
7.1.3 Aggregate storage and handling
7.2\u2014Products
7.2.1 Aggregates <\/td>\n<\/tr>\n
36<\/td>\n7.2.2 Performance and design requirements
7.2.2.1 Concrete exposed to weather
7.2.2.2 Slump
7.2.3 Mixtures
7.2.3.1 Density
7.2.3.2 Proportioning
7.2.4 Batching and mixing
7.2.4.1 Batching and mixing alternative methods
7.3\u2014Execution
7.3.1 Consolidation
7.3.2 Finishing
7.3.3 Field quality control
7.3.3.1 Density
7.3.3.2 Air content
SECTION 8\u2014 MASS CONCRETE
8.1\u2014General
8.1.1 Description
8.1.2 General requirements
8.1.3 Submittals
8.2\u2014Products
8.2.1 Materials
8.2.1.1 Cementitious materials
8.2.1.1.a
8.2.1.1.b
8.2.1.2 Admixtures
8.2.1.2.a
8.3\u2014Execution
8.3.1 Curing and protection
8.3.1.1 Preservation of moisture <\/td>\n<\/tr>\n
37<\/td>\n8.3.1.1a
8.3.1.1.b
8.3.1.2 Control of concrete temperature
8.3.1.2.a Monitoring concrete temperatures
8.3.1.2.b Excessive temperatures or temperature differences
SECTION 9\u2014 POST-TENSIONED CONCRETE
9.1\u2014 General
9.1.1 Description
9.1.2 Submittals
9.1.2.1
9.1.2.1.a Drawings
9.1.2.1.b Calculations
9.1.2.1.c
9.1.2.1.d
9.1.2.2 Optional submittals
9.1.2.2.a
9.1.2.2.b
9.1.2.2.c
9.1.2.2.d Grouting procedures <\/td>\n<\/tr>\n
38<\/td>\n9.1.2.2.e
9.1.2.3
9.1.2.3.a
9.1.2.3.b
9.1.2.3.c
9.1.2.3.d
9.1.3 Quality control
9.1.3.1 Testing
9.1.3.1.a Testing of unbonded tendon components
9.1.3.1.b Grout quality control testing
9.1.4 Product delivery, handling, and storage
9.1.4.1 Handling
9.1.4.1.a
9.1.4.1.b
9.1.4.1.c
9.1.4.1.d
9.1.4.2 Storage
9.1.4.2.a
9.1.4.2.b
9.1.4.2.c
9.2\u2014Products
9.2.1 Materials <\/td>\n<\/tr>\n
39<\/td>\n9.2.1.1 Prestressing steel
9.2.1.2 Ducts for tendons
9.2.1.2.a
9.2.1.2.b Duct wall thickness
9.2.1.2.c Duct diameter
9.2.1.2.d Grouting inlets and outlets
9.2.1.2.e Duct stiffness
9.2.1.3 Anchorages for bonded tendons
9.2.1.4 Couplers
9.2.1.5 Tape for repair of sheathing
9.2.2 Proportioning grout mixtures <\/td>\n<\/tr>\n
40<\/td>\n9.2.2.1 Cementitious materials
9.2.2.2 Admixtures
9.2.2.2.a Set-controlling and water-reducing admixtures
9.2.2.2.b Admixtures to reduce bleeding
9.2.2.2.c Corrosion inhibitors
9.2.2.2.d Shrinkage-compensating or expanding admixture
9.2.2.3 Laboratory testing of grout
9.2.2.3.a Chloride ion content
9.2.2.3.b Bleeding
9.2.2.3.c Setting time <\/td>\n<\/tr>\n
41<\/td>\n9.2.2.3.d Compressive strength
9.2.2.3.e Pumpability and fluidity
9.2.2.3.f Wet density test
9.2.2.4 Grout field testing
9.2.2.4.a Field trial tests
9.2.2.4.b Field mockup tests
9.3\u2014Execution
9.3.1 Installer certification
9.3.2 Inspection
9.3.3 Bonded tendon installation
9.3.3.1
9.3.3.2
9.3.3.3
9.3.3.4 Ducts
9.3.3.4.a
9.3.3.4.b
9.3.3.4.c Duct support spacing
9.3.4 Grouting
9.3.4.1 Personnel qualifications <\/td>\n<\/tr>\n
42<\/td>\n9.3.4.2
9.3.4.3 Water supply before grouting
9.3.4.4 Grout mixing
9.3.4.5 Apply grout under positive pressure
9.3.4.6
9.3.4.7
9.3.4.8
9.3.4.9 Measures taken after grouting
9.3.5 Unbonded tendon installation
9.3.5.1
9.3.5.2
9.3.5.3
9.3.5.4
9.3.5.5 Stressing-end anchorage
9.3.5.5.a
9.3.5.5.b
9.3.5.5.c
9.3.5.5.d
9.3.5.5.e <\/td>\n<\/tr>\n
43<\/td>\n9.3.5.5.f
9.3.5.6 Intermediate anchorages
9.3.5.6.a
9.3.5.6.b
9.3.5.6.c
9.3.5.6.d
9.3.5.7 Fixed-end anchorages
9.3.5.7.a Wedge-type anchorages
9.3.5.7.b
9.3.5.7.c
9.3.5.7.d
9.3.5.8 Sheathing inspection and repair
9.3.5.8.a
9.3.5.8.b
9.3.5.8.c
9.3.6 Tendon tolerances
9.3.6.1
9.3.6.2
9.3.6.3
9.3.6.4
9.3.7 Concrete placement
9.3.7.1 General
9.3.7.2 Placement
9.3.7.3 Protection of tendons
9.3.8 Tensioning
9.3.8.1 Sequence
9.3.8.2 Tensioning multiple-strand tendons
9.3.8.3 Tendon stressing <\/td>\n<\/tr>\n
44<\/td>\n9.3.8.3.a
9.3.8.3.b
9.3.8.4 Loss of prestressing force
9.3.8.5 Prevention of damage to tendons
9.3.9 Tendon finishing
9.3.9.1 Trimming tendons
9.3.9.2
9.3.9.3
SECTION 10\u2014 SHRINKAGE-COMPENSATING CONCRETE
10.1\u2014 General
10.1.1 Description
10.1.2 General requirements
10.1.3 Submittals
10.1.3.1 Review of submittals
10.1.3.2
10.1.3.3
10.2\u2014Products
10.2.1 Materials
10.2.1.1 Cementitious materials
10.2.1.1.a
10.2.1.1.b
10.2.1.1.c
10.2.1.2 Admixtures
10.2.1.2.a
10.2.1.2.b
10.2.2 Performance and design requirements
10.2.2.1 Minimum cement content
10.2.2.2 Expansion
10.2.2.3 Slump
10.2.3 Proportioning
10.2.3.1
10.2.3.2 <\/td>\n<\/tr>\n
45<\/td>\n10.2.3.3 Revisions to concrete mixtures
10.2.4 Reinforcement
10.2.5 Isolation-joint filler materials
10.3\u2014Execution
10.3.1 Reinforcement
10.3.1.1
10.3.1.2
10.3.2 Placing
10.3.2.1 Placing sequence
10.3.2.2
10.3.3 Isolation joints
10.3.4 Curing
SECTION 11\u2014 INDUSTRIAL FLOOR SLABS
11.1\u2014 General
11.1.1 Description
11.1.2 General requirements
11.1.2.1
11.1.3 Submittals
11.1.3.1
11.1.3.2
11.1.3.2.a
11.1.3.2.b
11.1.3.2.c
11.1.3.2.d
11.1.3.2.e
11.1.3.2.f
11.1.3.2.g
11.1.3.2.h
11.1.3.2.i
11.1.3.2.j
11.1.3.2.k
11.1.3.2.l
11.2\u2014Products
11.2.1 Materials
11.2.1.1 Cementitious materials
11.2.1.2 Aggregates
11.2.1.2.a
11.2.1.2.b
11.2.1.3 Admixtures
11.2.1.3.a
11.2.1.3.b
11.2.2 Concrete mixture <\/td>\n<\/tr>\n
46<\/td>\n11.2.2.1 Air content
11.2.2.2 Concrete temperature
11.2.3 Proportioning
11.2.4 Vapor retarder
11.2.5 Reinforcement
11.2.6 Load-transfer devices
11.2.7 Joint filler materials
11.2.8 Isolation-joint filler materials
11.2.9 Curing materials
11.2.9.1 Curing compounds
11.2.9.2 Curing coverings
11.2.10 Liquid surface densifier
11.2.11 Mineral or metallic shake surface hardeners
11.3\u2014Execution
11.3.1 Preparation
11.3.2 Measuring, batching, and mixing
11.3.3 Delivery
11.3.4 Concrete placement
11.3.5 Finishing slab surface
11.3.5.1 Surface tolerances
11.3.5.2
11.3.6 Joints
11.3.6.1 Isolation joints
11.3.6.2 Construction joints
11.3.6.3 Contraction joints
11.3.6.4 Load-transfer devices
11.3.7 Curing and protection
11.3.8 Liquid surface densifier <\/td>\n<\/tr>\n
47<\/td>\n11.3.9 Joint filling
SECTION 12\u2014 TILT-UP CONSTRUCTION
12.1\u2014 General
12.1.1 Description
12.1.2 Coordination
12.1.3 General requirements
12.1.4 Submittals
12.1.4.1 Bearing shims
12.1.4.2 Coloring agents
12.1.4.3 Bond breaker
12.1.4.4 Drawings
12.1.4.5 Field mockups
12.1.4.6 Grout
12.1.4.7 Sandwich insulation system
12.1.4.8 Defects repair
12.1.5 Tilt-up contractor qualifications
12.2\u2014Products
12.2.1 Aggregates
12.2.1.1 Facing aggregates
12.2.1.2 Structural aggregates
12.2.2 Bearing shims
12.2.3 Bond breaker
12.2.4 Cast-in anchors and connections
12.2.4.1 Lifting inserts
12.2.4.2 Bracing inserts
12.2.5 Coloring agent
12.2.6 Curing compound
12.2.6.1
12.2.6.2
12.2.7 Face mixture
12.2.8 Grout
12.2.8.1
12.2.9 Sandwich insulation systems
12.3\u2014Execution
12.3.1 Casting bed
12.3.1.1
12.3.1.2
12.3.1.3
12.3.1.4
12.3.2 Bond breaker <\/td>\n<\/tr>\n
48<\/td>\n12.3.3 Reveals
12.3.3.1
12.3.3.2
12.3.4 Panel identification
12.3.5 Side forms
12.3.6 Placing concrete
12.3.6.1
12.3.6.2
12.3.7 Finishes
12.3.7.1
12.3.7.2
12.3.8 Smooth finishes
12.3.9 Smooth textured finishes
12.3.10 Treated textured finishes
12.3.10.1
12.3.11 Retarded exposed aggregate finishes
12.3.11.1
12.3.11.2
12.3.12 Bush-hammered exposed aggregate finish
12.3.13 Hand-placed aggregate for exposed aggregate finish
12.3.13.1
12.3.13.2
12.3.13.3
12.3.13.4
12.3.14 Sandblasted finish
12.3.14.1
12.3.15 Veneer faced finish
12.3.15.1
12.3.16 Curing of panels
12.3.16.1
12.3.17 Handling and erection of panels
12.3.17.1
12.3.17.2
12.3.17.3
12.3.17.4
12.3.17.5
12.3.18 Tolerances
12.3.19 Testing for panel erection
12.3.19.1
12.3.19.2
12.3.19.3
12.3.19.4
SECTION 13\u2014 PRECAST STRUCTURAL CONCRETE
13.1 General
13.1.1 Description <\/td>\n<\/tr>\n
49<\/td>\n13.1.2 Submittals
13.1.2.1
13.1.2.1.a Concrete mixtures
13.1.2.1.b Shop drawings
13.1.2.1.c Welding certificates
13.1.2.1.d Structural design submittal
13.1.2.1.e Design modifications
13.1.2.1.f
13.1.2.1.g
13.1.2.1.h Plant quality control
13.1.2.2
13.1.2.2.a
13.1.2.3 Retention of records
13.1.3 Quality assurance
13.1.3.1 Erector qualifications
13.1.3.2 Fabricator qualifications
13.1.3.3 Welding
13.1.3.4 Fire resistance
13.1.3.5 Preconstruction conference
13.1.4 Product delivery, storage, and handling
13.1.4.1
13.1.4.2 <\/td>\n<\/tr>\n
50<\/td>\n13.1.4.3
13.1.4.4
13.1.4.5
13.2\u2014Products
13.2.1 Performance requirements
13.2.1.1 Structural design
13.2.2 Form materials and accessories
13.2.2.1 Forms
13.2.2.2 Form-release agent
13.2.3 Prestressing steel
13.2.3.a General
13.2.3.b Prestressing strand
13.2.3.c Unbonded post-tensioning tendons
13.2.3.d Post-tensioning bars
13.2.4 Concrete materials
13.2.4.1 General
13.2.4.2 Aggregates
13.2.5 Steel connection materials
13.2.6 Bearing pads and other accessories
13.2.6.1
13.2.6.1.a Elastomeric pads
13.2.6.1.b Random-oriented, fiber-reinforced elastomeric pads
13.2.6.1.c Cotton-duck-fabric-reinforced elastomeric pads
13.2.6.1.d Frictionless pads
13.2.6.1.e High-density plastic
13.2.6.2 Other accessories
13.2.6.2.a Reglets
13.2.6.2.b Erection accessories
13.2.7 Grout materials
13.2.7.1 Sand-cement grout
13.2.7.2 Nonshrink grout <\/td>\n<\/tr>\n
51<\/td>\n13.2.7.3 Epoxy-resin grout
13.2.8 Insulated panel components and accessories
13.2.8.1 General
13.2.8.2 Expanded-polystyrene board insulation
13.2.8.3 Extruded-polystyrene board insulation
13.2.8.4 Polyisocyanurate board insulation
13.2.8.5 Wythe connectors
13.2.9 Concrete mixtures
13.2.9.1 General
13.2.9.2 Normalweight concrete mixtures
13.2.9.3 Lightweight concrete mixtures
13.2.10 Form fabrication
13.2.10.1 General
13.2.10.1.a
13.2.10.1.b
13.2.11 Hardware
13.2.11.1 Cast-in anchors, inserts, plates, angles, and other anchorage hardware
13.2.11.2
13.2.12 Fabrication
13.2.12.1
13.2.12.2
13.2.12.3
13.2.12.4 Reinforcement
13.2.12.4.a
13.2.12.4.b
13.2.12.5
13.2.12.6
13.2.12.7
13.2.12.8 <\/td>\n<\/tr>\n
52<\/td>\n13.2.12.9 Maximum initial curing temperature
13.2.12.10
13.2.12.10.a
13.2.12.10.b
13.2.12.10.c
13.2.12.10.d
13.2.12.10.e
13.2.12.11
13.2.12.12 Insulated panel casting
13.2.12.12.1
13.2.12.12.2
13.2.12.12.3
13.2.13 Fabrication tolerances
13.2.13.1
13.2.14 Finishes
13.2.14.1 Structural member finishes
13.2.14.1.a Commercial grade finish
13.2.14.1.b Standard grade finish
13.2.14.l.c Grade B finish
13.2.14.1.d Grade A finish
13.2.14.2 Unformed surfaces finish
13.2.14.3 Top surface of composite members
13.2.15 Source quality control
13.2.15.1 Quality control testing
13.2.15.2
13.2.15.2.a
13.2.16 Acceptance of precast elements
13.2.17 Defective Work <\/td>\n<\/tr>\n
53<\/td>\n13.3\u2014Execution
13.3.1 Preparation
13.3.1.1
13.3.2 Examination
13.3.2.1
13.3.2.2
13.3.3 Erection
13.3.3.1
13.3.3.2
13.3.3.2.a
13.3.3.2.b
13.3.3.2.c
13.3.3.2.d
13.3.3.3
13.3.3.4 Welding
13.3.3.4.a
13.3.3.4.b
13.3.3.4.c
13.3.3.4.d
13.3.3.4.e
13.3.3.5
13.3.3.5.a
13.3.3.5.b
13.3.3.6 Grouting or dry packing connections and joints
13.3.3.6.a
13.3.3.6.b
13.3.3.6.c
13.3.3.7
13.3.3.8
13.3.4 Erection tolerances
13.3.4.1
13.3.5 Field quality assurance
13.3.5.1 Testing and inspections <\/td>\n<\/tr>\n
54<\/td>\n13.3.5.1.a
13.3.5.1.b
13.3.5.1.c
13.3.5.1.d
13.3.5.1.e
13.3.6 Repairs
13.3.6.a
13.3.6.b
13.3.6.c
13.3.6.d
13.3.6.e
13.3.6.f
13.3.7 Cleaning
13.3.7.1
13.3.7.2
13.3.7.2.a
13.3.7.2.b
SECTION 14\u2014 PRECAST ARCHITECTURAL CONCRETE
14.1\u2014 General
14.1.1 Description
14.1.2 Submittals
14.1.2.1 Concrete mixtures
14.1.2.2 Design reference sample
14.1.2.3 Sample panels
14.1.2.4 Range sample panels
14.1.2.5
14.1.2.5.a Full-size mockup
14.1.2.5.b
14.1.2.5.c
14.1.2.6 Fabricator qualifications
14.1.3 Sample panels and mockup
14.1.3.1 Design reference samples
14.1.3.2 Sample panels
14.1.3.3
14.1.3.4 <\/td>\n<\/tr>\n
55<\/td>\n14.1.3.5
14.1.3.6
14.1.3.7 Range sample panels
14.1.3.8 Mockups
14.1.3.8.a
14.1.3.8.b
14.1.3.8.c
14.1.3.8.d
14.1.3.8.e
14.1.3.9.f Testing mockup
14.2\u2014Products
14.2.1 Window washing system
14.2.2 Stone to precast concrete anchorages
14.2.3 Form liners
14.2.4 Surface retarder
14.2.5 Thin and half-brick units and accessories
14.2.5.1
14.2.5.2
14.2.5.2.a Thickness and tolerances
14.2.5.2.b Cold water absorption at 24 hours
14.2.5.2.c Efflorescence
14.2.5.2.d Out of square
14.2.5.2.e Warpage
14.2.5.2.f Variation of shape from specified angle
14.2.5.2.g Tensile bond strength and resistance to freezing and thawing <\/td>\n<\/tr>\n
56<\/td>\n14.2.5.2.i Modulus of rupture
14.2.5.2.j Chemical resistance
14.2.5.2.k Surface coloring
14.2.5.2.l
14.2.5.2.m
14.2.6 Glazed and unglazed ceramic tile units
14.2.7 Architectural terra cotta units
14.2.8 Setting mortar
14.2.9 Latex portland cement pointing grout
14.2.9.1
14.2.9.2
14.2.9.3 Colors
14.2.10 Setting systems for brick and ceramic tile
14.2.10.1
14.2.10.2
14.2.11 Stone facing
14.2.11.1
14.2.11.2
14.2.11.3
14.2.11.4
14.2.11.5
14.2.11.6 Bond breaker
14.2.12 Form fabrication
14.2.12.1 General
14.2.12.1.a Thin and half-brick facing
14.2.12.1.b Form liners
14.2.13 Stone facing installation <\/td>\n<\/tr>\n
57<\/td>\n14.2.13.1
14.2.13.2 Stone anchor shear and tensile testing
14.2.14 Face and backup concrete mixtures
14.2.14.1
14.2.14.2
14.2.14.2.a
14.2.14.2.b
14.2.15 Precast architectural concrete unit finishes
14.2.15.1 General
14.2.15.2
14.2.15.2.a As-cast surface finish
14.2.15.2.b Textured-surface finish
14.2.15.2.c Bush-hammer finish
14.2.15.2.d Exposed aggregate finish
14.2.15.2.e Abrasive-blast finish
14.2.15.2.f Acid-etched finish
14.2.15.2.g Honed finish
14.2.15.2.h Polished finish
14.2.15.2.i Sand-embedment finish
14.2.15.3
14.2.15.4 Defective Work
14.2.15.5 Cleaning
14.2.15.6 Protection <\/td>\n<\/tr>\n
58<\/td>\n14.3\u2014Execution
14.3.1 Erection
14.3.1.1
14.3.1.2
NOTES TO SPECIFIER
General notes
Foreword to checklists <\/td>\n<\/tr>\n
60<\/td>\nMANDATORY REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
61<\/td>\nMANDATORY REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
62<\/td>\nMANDATORY REQUIREMENTS CHECKLIST (cont.)
OPTIONAL REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n
63<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
64<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
65<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
66<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
67<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
68<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
69<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
70<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
71<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
72<\/td>\nOPTIONAL REQUIREMENTS CHECKLIST (cont.) <\/td>\n<\/tr>\n
73<\/td>\nSUBMITTALS CHECKLIST <\/td>\n<\/tr>\n
74<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n
75<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n
76<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n
77<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n
78<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n
79<\/td>\nSUBMITTALS CHECKLIST (cont.) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

301-10: Specifications for Structural Concrete<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
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