Committee Directory

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Technical Committees

Board and Board Level Committees

Certification Committees

Educational Committees

Student and Young Professional Activities Committee (SYPAC)

Technical Activities Committees

Innovation Task Groups

ACI Advocacy Collaboration Groups

ACI Foundation

Board & Board Level Committees

• Board of Direction
• Executive Committee
• Certification Programs Committee
• Chapter Activities Committee
• Codes and Standards Advocacy and Outreach
• Committee on Nominations
• Construction Liaison Committee
• Educational Activities Committee
• Financial Advisory Committee
• Honors and Awards
• Materials Journal Editorial Board
• Membership Committee
• Standards Board
• Structural Journal Editorial Board
• Student and Young Professional Activities Committee
• Technical Activities Committee

Certification Committees

• Certification Programs Committee
  • International Certification
• C601 - New Certification Programs
  • C601-0E Concrete Construction Sustainability Assessor
  • C601-0M FRP Reinforcing Bar Inspector
  • C601-0N ACI 562 Design Professional
• C602 - International Standards Certification Programs Oversight Committee
  • C602-AR Argentina Certification Programs
  • C602-GB United Kingdom Certification Programs
• C610 - Field Technician Certification
• C611 - Canadian Standards-based Certification
• C612 - Self-Consolidating Concrete Technician Certification
• C620 - Laboratory Technician Certification
• C621 - Cement Tester Certification
• C630 - Construction Inspector Certification
• C631 - Concrete Transportation Construction Inspector Certification
• C640 - Craftsman Certification
• C641 - Decorative Concrete Finisher Certification
• C650 - Tilt-up Constructor Certification
• C655 - Foundation Constructor Certification
• C660 - Shotcreter Certification
• C661 - Shotcrete Inspector Certification
• C670 - Masonry Technician Certification
• C672 - ACI 318 Design Professional Certification
• C680 - Adhesive Anchor Installer Certification
• C681 - Concrete Anchor Installation Inspector Certification
• C690 - Concrete Quality Technical Manager Certification
• C691 - Nondestructive Concrete Specialist Certification

Educational Committees

• Educational Activities Committee
• E701 - Materials for Concrete Construction
• E702 - Designing Concrete Structures
• E703 - Concrete Construction Practices
• E706 - Concrete Repair Education
• E707 - Specification Education
• E710 - ACI University Programs
• E905 - Training Programs
• Hot Topics Committee
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Student and Young Professional Activities Committee (SYPAC)

• Student and Young Professional Activities Committee
  • S801 Student Competitions
  • S802 Teaching Methods and Educational Materials
  • S803 Faculty Network Coordinating Committee
  • S804 Walter P. Moore Award Committee
  • S805 Student Leadership Council
  • S806 Young Member Activities

Technical Activities Committees

• Technical Activities Committee
  • TAC Subcommittee on ACI/ASCE-SEI Joint Committees
  • TAC Construction Standards Subcommittee
  • TAC Repair and Rehabilitation Subcommittee
  • TAC TCM Subcommittee
  • TAC Productivity and Constructability Subcommittee

Technical Committees

100 General

• 117 - Tolerances-Joint ACI-ASCC
  • 117-0A Editorial and General Requirements
  • 117-0B Materials
  • 117-0C Foundations
  • 117-0D Cast-in-Place Concrete for Buildings
  • 117-0E Precast Concrete
  • 117-0F Cast In Place Floors
  • 117-0I Exterior Pavements and Sidewalks
  • 117-0K Tilt-up Concrete
  • 117-0L Laser Scanning
  • 117-0M Movements Affecting Tolerances
  • 117-0N Tolerance Data
  • 117-0O Definition and Application of Minimum Local Areas
  • 117-0P Measurements
• 120 - History of Concrete
• 121 - Quality Assurance Systems for Concrete
• 122 - Energy Efficiency of Concrete and Masonry Systems (Joint ACI-TMS)
• 123 - Research and Current Developments
• 124 - Concrete Aesthetics
• 130 - Sustainability of Concrete
  • 130-0A Materials
  • 130-0G Education
  • 130-0H Climate Change Impacts on the Sustainability of Concrete
  • 130-0L Liaison Subcommittee
• 131 - Building Information Modeling of Concrete Structures
  • 131-0A BIM for Bridges
• 132 - Responsibility in Concrete Construction
• 133 - Disaster Reconnaissance
• 134 - Concrete Constructability
• 135 - Machine Learning-Informed Construction and Design

200 Materials and Properties of Concrete

• 201 - Durability of Concrete
  • 201-0D Steering Subcommittee
  • 201-0H Aggregate Reactions
  • 201-0I Corrosion of Metals in Concrete
  • 201-0J Chemical Attack on Concrete
  • 201-0K Biogenic Attack
  • 201-0L Liaison Subcommittee
• 207 - Mass Concrete
  • 207-0A - Mass Concrete-RCC In Dams
• 209 - Creep and Shrinkage in Concrete
  • 209-0C Models Applicability and Uncertainty
  • 209-0D Numerical Methods and 3D Analyses
  • 209-0E Experimental Methods and Monitoring
• 211 - Proportioning Concrete Mixtures
  • 211-0A Proportioning-Editorial
  • 211-0C Proportioning-No Slump
  • 211-0E Proportioning-Evaluation
  • 211-0F Proportioning-Submittal
  • 211-0I Assessing Aggregate Gradation
  • 211-0J Appendix 3 - Laboratory Test
  • 211-0K Appendix 4 - High Density (Heavyweight)
  • 211-0M Aggregate Packing Model
  • 211-0N Proportioning with Ground Limestone and Mineral Fillers
  • 211-0P Guide for Selecting Proportions for Pumpable Concrete
• 212 - Chemical Admixtures
• 213 - Lightweight Aggregate and Concrete
• 214 - Evaluation of Results of Tests Used to Determine the Strength of Concrete
  • 214-0A Document Preparation
• 215 - Fatigue of Concrete
  • 215-0A - Editorial
• 216 - Fire Resistance and Fire Protection of Structures (Joint ACI-TMS)
  • 216-0A -Rational Design
• 221 - Aggregates
• 222 - Corrosion of Metals in Concrete
  • 222-0A - Exposure Classes, Chloride Limits and Design Criteria
• 223 - Shrinkage-Compensating Concrete
• 224 - Cracking
  • 224-0A - Design Detailing To Mitigate Cracking
• 225 - Hydraulic Cements
• 228 - Nondestructive Testing of Concrete
  • 228-0B Visual Condition Survey of Concrete
• 230 - Soil Cement
• 231 - Properties of Concrete at Early Ages
• 232 - Fly Ash and Bottom Ash in Concrete
  • 232-0L Liaison Subcommittee
• 233 - Ground Slag in Concrete
  • 233-0L Liaison Subcommittee
• 234 - Silica Fume in Concrete
  • 234-0L Liaison Subcommittee
• 236 - Material Science of Concrete
• 237 - Self-Consolidating Concrete
• 238 - Workability of Fresh Concrete
  • 238-0A Student Workability
• 239 - Ultra-High Performance Concrete
  • 239-0B Report on UHPC
  • 239-0C Structural Design on UHPC
  • 239-0D Materials & Methods of Construction with UHPC
  • 239-0E Educational Outreach
  • 239-0F UHPC Sustainability
  • 239-SC Steering Committee
• 240 - Pozzolans
• 241 - Nanotechnology of Concrete
  • 241-0A The Application and Implementation of Nano-Engineered Concrete
  • 241-SC Steering Committee
• 242 - Alternative Cements
• 243 - Seawater Concrete

300 Design and Construction

• 301 - Specifications for Concrete Construction
  • 301-0A General Requirements - Section 1
  • 301-0B Formwork and Formwork Accessories - Section 2
  • 301-0C Reinforcement and Reinforcement Supports - Section 3
  • 301-0D Concrete Mixtures - Section 4
  • 301-0E Handling, Placing, and Constructing - Section 5
  • 301-0F Architectural Concrete - Section 6
  • 301-0G Lightweight Concrete - Section 7
  • 301-0H Mass Concrete - Section 8
  • 301-0I Post-Tensioned Concrete - Section 9
  • 301-0J Shrinkage Compensating Concrete - Section 10
  • 301-0K Industrial Floor Slabs - Section 11
  • 301-0L Tilt-Up Construction - Section 12
  • 301-0M Precast Structural Concrete - Section 13
  • 301-0N Precast Architectural Concrete - Section 14
  • 301-0O Editorial Subcommittee
  • 301-0S Sustainability
  • 301-SC Steering Committee
• 302 - Construction of Concrete Floors
• 303 - Architectural Cast-in-Place Concrete
• 304 - Measuring, Mixing, Transporting, and Placing Concrete
  • 304-0F Measuring/Mixing-Volumetric
  • 304-0G In-Transit Ready-Mix Concrete Monitoring
• 305 - Hot Weather Concreting
  • 305-0L Liaison Subcommittee
• 306 - Cold Weather Concreting
• 307 - Concrete Chimneys
• 308 - Curing Concrete
  • 308-0A Curing-Guide
  • 308-0B Curing-Specifications
  • 308-0C Guide on Internal Curing of Concrete
• 309 - Consolidation of Concrete
• 310 - Decorative Concrete - Joint ACI-ASCC
  • 310-0J Polished Finishes
  • 310-0K 310.1 Guide
  • 310-0L Liaison
• 311 - Inspection of Concrete
• 313 - Concrete Bins and Silos
• 314 - Simplified Design of Concrete Buildings
  • 314-0B Preliminary Design and Economic Impact
  • 314-0C Prestressed/Precast Elements and Systems
  • 314-0D Design Aids
• 315 - Details of Concrete Reinforcement (Joint ACI-CRSI)
• 318 - Structural Concrete Building Code
  • 318-0A - 318 Subcommittee - General, Concrete, and Construction
  • 318-0B - 318 Subcommittee - Anchorage and Reinforcement
  • 318-0C - 318 Subcommittee - Safety, Serviceability, and Analysis
  • 318-0D - 318 Subcommittee - Members
  • 318-0E - 318 Subcommittee - Section and Member Strength
  • 318-0F - 318 Subcommittee - Foundations
  • 318-0H - 318 Subcommittee - Seismic Provisions
  • 318-0I - 318 Subcommittee - International Workshop
  • 318-0J - 318 Subcommittee - Joints and Connections
  • 318-0L - 318 Subcommittee - International Liaison
  • 318-0S - 318 Spanish Translation
  • 318-0T - 318 Post-Tensioned Concrete
  • 318-1P - 318 Precast and Prestressed Concrete
  • 318-1R - Resolution of Anchorage and Development Provisions
  • 318-1W - 318 Wind Provisions
  • 318-2N - 318 Subcommittee - Sustainability
  • 318-SC - 318 Steering Committee
• 319 - Precast Structural Concrete Code (Joint ACI-PCI)
• 320 - Post-Tensioned Structural Concrete Code, Joint ACI-PTI
• 321 - Concrete Durability Code
  • 321-0A Editorial
  • 321-0L Liaison Subcommittee
  • 321-SC Steering Subcommittee
• 322 - Concrete Pool and Watershape Code
  • 322-0A Safety, Serviceability, and Analysis
  • 322-0B Members, Joints, and Anchors
  • 322-0C Materials and Durability
  • 322-0D Editorial
• 323 - Low-Carbon Concrete Code
• 325 - Concrete Pavements
  • 325-0A Pavements-Design
  • 325-0C Pavements-Prestressed and Precast
  • 325-0D Proportioning for Pavements
  • 325-0F Concrete Pavement Overlays
• 327 - Roller-Compacted Concrete Pavements
  • 327-0A Specification for Construction of Roller-Compacted Concrete Pavements
• 329 - Performance Criteria for Ready Mixed Concrete
• 330 - Concrete Parking Lots and Site Paving
• 332 - Residential Concrete Work
  • 332-0B Residential Concrete Materials and Placement
  • 332-0D Residential Concrete-Footings & Foundation Walls
  • 332-0E Residential Concrete-Above Grade Walls
  • 332-0F Residential Concrete-Slabs
  • 332-0G Guide To Residential Concrete Construction
  • 332-0H Structural Foundations
• 334 - Concrete Shell Design and Construction (Joint ACI-ASCE)
  • 334-0A Cooling Tower Evaluation
• 335 - Composite and Hybrid Structures--Joint ACI-ASCE
• 336 - Footings, Mats and Drilled Piers
  • 336-0A Mats Supported on Deep Foundations
  • 336-0B Combined Footings and Mats
• 341 - Performance-Based Seismic Design of Concrete Bridges
  • 341-0A Earthquake Resistant Bridges-Columns
  • 341-0B Earthquake Resistant Bridges-Pier Walls
  • 341-0C Earthquake Resistant Bridges-Retrofit
  • 341-0E Bridge Codes-Support
• 342 - Evaluation of Concrete Bridges and Bridge Elements
• 343 - Concrete Bridge Design (Joint ACI-ASCE)
  • 343-0A Design
  • 343-0B Bridge Deck Design
  • 343-0C Preliminary Evaluation
  • 343-0D Loads
  • 343-0E Analysis
  • 343-0F Guideway Structures
  • 343-0G Editorial
  • 343-0H Detailing and Constructability
• 345 - Bridge Construction and Preservation
• 347 - Formwork for Concrete
  • 347-0A Formwork-Specification
• 348 - Structural Reliability and Safety
• 349 - Concrete Nuclear Structures
  • 349-0A Nuclear Structures-Materials
  • 349-0B Nuclear Structures-Design
  • 349-0C Nuclear Structures-Anchorage
• 350 - Environmental Engineering Concrete Structures
  • 350-0D - 350 Subcommittee - Design Considerations
  • 350-0G - 350 Subcommittee - Tightness Testing
  • 350-0H - 350 Subcommittee - Editorial
  • 350-0J - 350 Subcommittee - Education
  • 350-0K - 350 Subcommittee - Containment of Hazardous Materials
  • 350-0L - 350 Subcommittee - Specification
  • 350-SC - 350 Subcommittee - Steering
• 350C - Environmental Engineering Concrete Structure Code
  • 350C-0A - Safety, Strength & Serviceability
  • 350C-0B - Members, Joints & Anchors
  • 350C-0C - Materials and Durability
  • 350C-0D - Code Editorial
  • 350C-0E - Precast-Prestress
  • 350C-0F - Seismic
• 351 - Foundations for Equipment and Machinery
  • 351-0A Foundations for Static Equipment
  • 351-0B Grouting between Foundations & Equipment Bases
  • 351-0C Equipment Foundations - Dynamic Foundations
• 352 - Joints and Connections in Monolithic Concrete Structures (Joint ACI-ASCE)
• 353 - Statistically Based Assessment of Existing Concrete Structures
• 355 - Anchorage to Concrete
• 357 - Offshore and Marine Concrete Structures
• 359 - Concrete Containments for Nuclear Reactors--Joint ACI-ASME
  • 359-0A Working Group on Design
  • 359-0B Working Group on Materials, Fabrication & Examination
  • 359-0C Working Group on Modernization
• 360 - Design of Slabs on Ground
• 362 - Parking Structures
  • 362-0A Updating Guide For Structural Maintenance of Parking Structures
• 363 - High-Strength Concrete
• 364 - Rehabilitation
  • 364-0A Editorial Subcommittee
  • 364-0B Intercommittee Review
  • 364-0C TechNote Subcommittee
  • 364-0D Guide for Assessment of Concrete Structures before Rehabilitation
  • 364-0L Liaison Subcommittee
  • 364/546 SC, Steering Committee
• 365 - Service Life Prediction
  • 365-0L Liaison Subcommittee
• 369 - Seismic Repair and Rehabilitation
  • 369-0A General Provisions, Frames, and Diaphragms
  • 369-0D Walls and Foundations
  • 369-0F Retrofit
• 369S - Seismic Evaluation and Retrofit Code
• 370 - Blast and Impact Load Effects
• 371 - Elevated Tanks with Concrete Pedestals
• 372 - Tanks Wrapped with Wire or Strand
• 374 - Performance-Based Seismic Design of Concrete Buildings
  • 374-0A Functional Recovery
  • 374-0B Guide to Nonlinear Modeling
• 375 - Performance-Based Design of Concrete Buildings for Wind Loads
• 376 - Concrete Structures for Refrigerated Liquefied Gas Containment
  • 376-01 Steering Subcommittee
  • 376-0A Code, Education & Publication Subcommittee
  • 376-0B Materials Subcommittee
• 376S - Structural Concrete Code for Refrigerated Liquefied Gases
  • 376S-0A Code Organization
  • 376S-0B Code Updates
  • 376S-0L Liaison
• 377 - Performance-Based Structural Integrity & Resilience of Concrete Structures
• 378 - Concrete Wind Turbine Towers
• 380 - Structural Plain Concrete

400 Concrete Reinforcement and Structural Analysis

• 408 - Bond and Development of Steel Reinforcement--Joint ACI-ASCE
  • 408-0A Mechanical Reinforcing Bar Anchorages and Splices
• 421 - Design of Reinforced Concrete Slabs (Joint ACI-ASCE)
• 423 - Prestressed Concrete (Joint ACI-ASCE)
  • 423-0A Corrosion and Repair of Unbonded Single-Strand Tendons
  • 423-0C Corrosion and Repair of Grouted Multistrand and Bar Tendon Systems
  • 423-0D Bond and Development in Pretensioned Members
  • 423-0E Prestress Losses
  • 423-0F Sustainable Prestressed Concrete
  • 423-0G Specification for Unbonded Single-Strand Tendon Materials
• 435 - Deflection of Concrete Building Structures
• 437 - Strength Evaluation of Existing Concrete Structures
  • 437-0A Test Database
• 437S - Load Testing of Concrete Structures Code
• 439 - Steel Reinforcement
  • 439-0A Steel Reinforcement-Wire
• 440 - Fiber-Reinforced Polymer Reinforcement
  • 440-0D Research Development and Applications
  • 440-0E FRP-Prof Education
  • 440-0F FRP-Repair-Strengthening
  • 440-0G FRP-Student
  • 440-0H FRP-Reinforced Concrete
  • 440-0I FRP-Prestressed Concrete
  • 440-0J FRP Stay-in-Place Forms
  • 440-0K FRP-Material Characteristics
  • 440-0L FRP-Durability
  • 440-0M FRP-Repair of Masonry Str
  • 440-SC Steering Committee
• 440C - FRP Reinforced Concrete Building Code
• 440S - Fiber Reinforced Polymer Repair and Rehabilitation of Concrete Code
• 441 - Reinforced Concrete Columns (Joint ACI-ASCE)
  • 441-0A High-Strength Concrete
  • 441-0C Design Issues
  • 441-0D Use of FRP in Columns
• 444 - Structural Health Monitoring
• 445 - Shear and Torsion (Joint ACI-ASCE)
  • 445-0A Shear & Torsion-Strut & Tie
  • 445-0B Shear & Torsion-Seismic Shear
  • 445-0C Shear & Torsion-Punching Shear
  • 445-0D Shear & Torsion-Shear Databases
  • 445-0E Shear & Torsion-SOA Torsion
  • 445-0F Interface Shear
• 446 - Fracture Mechanics of Concrete (Joint ACI-ASCE)
• 447 - Finite Element Analysis of Reinforced Concrete Structures (Joint ACI-ASCE)

500 Specialized Applications and Repair

• 506 - Shotcreting
  • 506-0A Shotcreting-Evaluation
  • 506-0B Shotcreting-Fiber-Reinforced
  • 506-0C Shotcreting-Guide
  • 506-0E Shotcreting-Specifications
  • 506-0F Shotcreting-Underground
  • 506-0G Shotcreting-Qualifications for Projects
  • 506-0H Shotcreting-Pools
  • 506-0L Liaison Subcommittee
  • 506-SC Shotcreting-Steering
• 515 - Protective Systems for Concrete
• 522 - Pervious Concrete
• 523 - Cellular Concrete
• 524 - Plastering
• 533 - Precast Panels
• 533C - Precast Concrete Tunnel Segments Code
• 543 - Concrete Piles
• 544 - Fiber Reinforced Concrete
  • 544-0A FRC-Production & Applications
  • 544-0B FRC Education
  • 544-0C FRC-Testing
  • 544-0D FRC-Structural Uses
  • 544-0E FRC-Emerging Technologies
  • 544-0F FRC-Durability
  • 544-SC FRC-Steering Committee
• 546 - Repair
  • 546-0B Repair-Material Selection Guide
  • 546-0C Repair-Guide
  • 546-0D Packaged Repair Materials
  • 546-0F Guide to Underwater Repair of Concrete
  • 364/546 SC, Steering Committee
• 548 - Polymers and Adhesives for Concrete
  • 548-0A Polymers-Overlays
  • 548-0B Polymers-Adhesives
• 549 - Thin Reinforced Cementitious Products and Ferrocement
  • 549-0K FRCM/SRG Material Characteristics
• 550 - Precast Concrete Structures (Joint ACI-ASCE)
  • 550-0A Diaphragms
  • 550-0B ITG T1.22
• 551 - Tilt-up Concrete Construction
• 552 - Cementitious Grouting
• 555 - Concrete with Recycled Materials
  • 555-0A Development of ACI 555-1R Technical Report
  • 555-0B Development of New Technical Report on Removal of Hardened Concrete
  • 555-0C Development of New Technical Report on Unbound RCA Applications
  • 555-0D Editorial Review
• 560 - Design and Construction with Insulating Concrete Forms
• 562 - Evaluation, Repair and Rehabilitation of Concrete Structures
  • 562-0A Administration
  • 562-0B Loads
  • 562-0C Reliability-Based Evaluation
  • 562-0E Seismic
  • 562-0F Fire
  • 562-0G Repair Design
  • 562-0I Durability
  • 562-0J Material
  • 562-0K Editorial
  • 562-0L Quality Requirements
  • 562-SC Steering Committee
• 563 - Specifications for Repair of Structural Concrete in Buildings
  • 563-0H Architectural/Precast Concrete
  • 563-0J Crack Repair
  • 563-0K External Reinforcement
  • 563-0L Prestressed Concrete
  • 563-0M Polymer Concrete/Overlays
  • 563-0N Protection Systems
  • 563-0P Corrosion
  • 563-0Q Repair of Post Tensioned Concrete
• 564 - 3-D Printing With Cementitious Materials
  • 564-0A Emerging Technology Report
  • 564-0B Structural Design and Testing
  • 564-0C Material Testing and Formulation
  • 564-0D Modeling and Performance Prediction
• 565 - Lunar Concrete

Innovation Task Groups

• 93-12 - ITG-12 Code Requirements Construction of Additively Constructed Walls
• 93-13 - ITG-13 Recommended Design Expressions for SCC Vertical Formwork

ACI Advocacy Collaboration Groups

• Model Codes Collaboration Group
• State Initiatives Collaboration Group
• International Adoptions Collaboration Group

ACI Foundation

ACI Foundation's Board of Trustees

ACI Foundation's Concrete Research Council

ACI Foundation's Scholarship Council

Award Promotion & Student Engagement

ACI Foundation's Concrete Innovation Council