2012_ACI_Index

ACI Technical Committees and Committee Documents Index

1977-2012

First PrintingJanuary 2013

ACI TeChnICAl CommITTees AnD CommITTee DoCumenTs InDex 1977-2012

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1

American Concrete Institute Index1977-2012

The following is an index of ACI technical committees from 1977 through 2012. The year the committee was organized is listed below the title as well as the discharge date or merger date, if applicable. Joint committees are noted.

The bulleted items are the technical committee documents that were published by that particular committee between 1977 and 2012 (or earlier if the committee was discharged).

If interested in a technical committee document, please visit ACI’s bookstore at http://www.concrete.org/bookstorenet/default.aspx.

InnovAtIve tAsk GroupsItG-1—Moment resistant Frame precast JoineryOrganized in 1994; Discharged in 2003 ∙ ITG/T1.1-99, Acceptance Criteria for Moment Frames

Based on Structural Testing ∙ T1.1-01. T1.1R-01, Acceptance Criteria for Moment

Frames Based on Structural Testing and Commentary ∙ T1.2-03, T1.2R-03, Special Hybrid Moment Frames

Composed of Discretely Jointed Precast and Post- Tensioned Concrete Members and Commentary

∙ T1.2M-03, T1.2MR-03, Special Hybrid Moment Frames Composed of Discretely Jointed Precast and Post-Tensioned Concrete Members and Commentary (Metric)

ItG-2—Development Length of High relative rib Area reinforcing BarsOrganized in 1994; Discharged in 2003 ∙ ITG-2-98, Splice and Development Length of High Relative

Rib Area Reinforcing Bars in Tension

ItG-3—steel-Free Concrete Bridge DecksOrganized in 2000; Discharged 2003 ∙ ITG-3-04, Report on Bridge Decks Free of Steel

Reinforcement

ItG-4—High-strength Concrete for seismic ApplicationsOrganized in 2002; Discharged in 2007 ∙ ITG-4.1-07, Specification for High-Strength Concrete in

Moderate to High Seismic Applications ∙ ITG-4.2R-06, Materials and Quality Considerations

for High-Strength Concrete in Moderate to High Seismic Applications

∙ ITG-4.3R-07, Report on Structural Design and Detailing for High-Strength Concrete in Moderate to High Seismic Applications

ItG-5—precast shear Walls for High seismic ApplicationsOrganized in 2003 ∙ ITG-5.1-07, Acceptance Criteria for Special Unbonded

Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary

∙ ITG-5.1M-07, Acceptance Criteria for Special Unbonded Post-Tensioned Precast Structural Walls Based on Validation Testing and Commentary (Metric)

∙ ITG-5.2-09, Requirements for Design of a Special Unbonded Post-Tensioned Precast Shear Wall Satisfying ACI ITG-5.1 (ACI ITG 5.2-09) and Commentary

ItG-6—High-strength steel reinforcementOrganized in 2006 ∙ ITG-6R-10, Design Guide for the Use of ASTM A1035/

A1035M Grade 100 (690) Steel Bars for Structural Concrete

ItG-7—specification for tolerances for precast ConcreteOrganized in 2007 ∙ ITG-7-09, Specification for Tolerances for Precast Concrete ∙ ITG-7M-09, Specification for Tolerances for Precast

Concrete (Metric)

ItG-8—performances Criteria for Concrete MaterialsOrganized in 2007 ∙ ITG-8R-10, Report on Performance-Based Requirements

for Concrete

2 AMerICAn ConCrete InstItute InDeX

100—GenerAL103—MonographsOrganized in 1963; Discharged 1978

104—notationOrganized in 1964; Merged with 116 in 1981 ∙ 104-71 (Revised 1982), Preparation of Notation for

Concrete ∙ 104-71 (Revised 1982), (Reapproved 1987), Preparation

of Notation for Concrete ∙ 104-71 (Revised 1982), (Reapproved 1997), Preparation

of Notation for Concrete

114—research and DevelopmentOrganized in 1967; Merged with 123 in 1982

115—Current researchOrganized in 1921; Merged with 123 in 1982

116—terminology and notationOrganized in 1957; Discharged in 2007 ∙ 116R-78, Cement and Concrete Terminology ∙ 116R-78, (Reaffirmed 1982), Cement and Concrete

Terminology ∙ 116R-85, Cement and Concrete Terminology ∙ 116R-90, Cement and Concrete Terminology ∙ 116R-00, Cement and Concrete Terminology ∙ 116-00 (Reapproved 2005), Cement and Concrete

Terminology ∙ 116R-00 (IMCYC) Spanish version, Terminologia del

Cemento y del Concreto ∙ SP-19 (78), Cement and Concrete Terminology

117—tolerancesOrganized in 1962 ∙ 117-81, Standard Tolerances for Concrete Construction

and Materials ∙ 117-90/117R-90, Standard Specifications for Tolerances

for Concrete Construction and Materials and Commentary ∙ 117-90/117R-90, (Reapproved 2002), Standard Speci-

fications for Tolerances for Concrete Construction and Materials and Commentary

∙ 117-01, (IMCYC) Spanish version, Especificaciones y tolerancias para materiales y construcciones de concreto

∙ 117-06, Specifications for Tolerances for Concrete Construction and Materials and Commentary

∙ 117-10, Specification for Tolerances for Concrete Construction and Materials and Commentary

∙ 117M-10, Specification for Tolerances for Concrete Construction and Materials and Commentary (Metric)

118—use of ComputersOrganized in 1963

120—History of ConcreteOrganized in 1971

121—Quality Assurance systems for ConcreteOrganized in 1977 ∙ 121R-85, Quality Assurance Systems for Concrete

Construction ∙ 121R-98, Quality Management System for Concrete

Construction ∙ 121R-04, Quality Management System for Concrete

Construction ∙ 121R-08, Guide for Concrete Construction Quality

Systems in Conformance with ISO 9001

122—thermal properties and performance of Concrete and Masonry systemsOrganized in 1979 ∙ 122R-02, Guide to Thermal Properties of Concrete and

Masonry Systems

123—research and Current DevelopmentOrganized in 1981

124—Concrete AestheticsOrganized in 1985 ∙ 124.1R-92, Baha’i House of Worship, Esthetics in Concrete ∙ 124.1R-92, (Reapproved 1997), Baha’i House of

Worship, Esthetics in Concrete ∙ 124.2R-94, The Mercer Mile Buildings ∙ 124.2R-94, (Reapproved 1999), The Mercer Mile Buildings

125—Concrete technology in space ApplicationOrganized in 1988; Discharged 2002

126—Database Formats for Concrete Materials propertiesOrganized in 1990; Merged with 235 in 2000 ∙ 126.1R-97, Guide to a Recommended Format for the

Identification of Concrete in a Materials Property Database ∙ 126.3R-99, Guide to Recommended Format for Concrete

in Materials Property Database

130—sustainability of ConcreteOrganized in 2008

132—responsibility in Concrete ConcreteOrganized in 2012

200—MAterIALs AnD propertIes oF ConCrete

201—Durability of ConcreteOrganized in 1957 ∙ 201.1R-68, (Reaffirmed 1979), Guide for Making a

Condition Survey of Concrete in Service ∙ 201.1R-68, (Revised 1984), Guide for Making a Condition

Survey of Concrete in Service ∙ 201.1R-92, Guide for Making a Condition Survey of

Concrete in Service

AMerICAn ConCrete InstItute InDeX 3

∙ 201.1R-92, (Reapproved 1997), Guide for Making a Condition Survey of Concrete in Service

∙ 201.1R-92, (Reaprobada en 1997), (IMCYC) Spanish version, Guia para inspeccionar concreto en servicio

∙ 201.1R-08, Guide for Conducting a Visual Inspection of Concrete in Service

∙ 201.2R-77, (Reapproved 1982), Guide to Durable Concrete ∙ 201.2R-92, Guide to Durable Concrete ∙ 201.2R-92, (IMCYC) Spanish version, Guia para obtener

un concreto durable ∙ 201.2R-92, (Reapproved 1997), Guide to Durable Concrete ∙ 201.2R-01, Guide to Durable Concrete ∙ 201.2R-08, Guide to Durable Concrete ∙ 201.3R-86, Guide for Making a Condition Survey of

Concrete Pavements

207—Mass ConcreteOrganized in 1930 ∙ 207.1R-70, (Reaffirmed 1980), Mass Concrete for Dams

and Other Massive Structures ∙ 207.1R-87, Mass Concrete ∙ 207.1R-96, Mass Concrete ∙ 207.1R-05, Guide to Mass Concrete ∙ 207.2R-73, (Reaffirmed 1980), Effect of Restraint,

Volume Change, and Reinforcement on Cracking of Mass Concrete

∙ 207.2R-73, (Reapproved 1986), Effect of Restraint, Volume Change, and Reinforcement on Cracking of Mass Concrete

∙ 207.2R-90, Effect of Restraint, Volume Change, and Reinforcement on Cracking of Mass Concrete

∙ 207.2R-95, Effect of Restraint, Volume Change, and Reinforcement on Cracking of Mass Concrete

∙ 207.2R-95, (Reapproved 2002), Effect of Restraint, Volume Change, and Reinforcement on Cracking of Mass Concrete

∙ 207.2R-07, Report on Thermal and Volume Change Effects on Cracking of Mass Concrete

∙ 207.3R-79, Practices for Evaluation of Concrete in Existing Massive Structures for Service Conditions

∙ 207.3R-79, (Revised 1985), Practices for Evaluation of Concrete in Existing Massive Structures for Service Conditions

∙ 207.3R-94, Practices for Evaluation of Concrete in Existing Massive Structures for Service Conditions

∙ 207.4R-80, Cooling and Insulating Systems for Mass Concrete ∙ 207.4R-80, (Revised 1986), Cooling and Insulating

Systems for Mass Concrete ∙ 207.4R-93, Cooling and Insulating Systems for Mass Concrete ∙ 207.4R-93, (Reapproved 1998), Cooling and Insulating

Systems for Mass Concrete ∙ 207.4R-05, Cooling and Insulating Systems for Mass Concrete ∙ 207.5R-80, Roller Compacted Mass Concrete ∙ 207.5R-89, (Reapproved 1997), Roller Compacted

Mass Concrete ∙ 207.5R-89, Roller Compacted Mass Concrete

∙ 207.5R-99, Roller-Compacted Mass Concrete ∙ 207.5R-11, Report on Roller-Compacted Mass Concrete

209—Creep and shrinkage in ConcreteOrganized in 1930 ∙ 209R-82, Prediction of Creep, Shrinkage, and Temperature

Effects in Concrete Structures ∙ 209R-82, (Reapproved 1986), Prediction of Creep,

Shrinkage, and Temperature Effects in Concrete Structures ∙ 209R-92, Prediction of Creep, Shrinkage, and Temperature

Effects in Concrete Structures ∙ 209R-92, (Reapproved 1997), Prediction of Creep,

Shrinkage, and Temperature Effects in Concrete Structures ∙ 209.1R-05, Report on Factors Affecting Shrinkage and

Creep of Hardened Concrete ∙ 209.2R-08, Guide for Modeling and Calculating Shrinkage

and Creep in Hardened Concrete Report on Factors Affecting Shrinkage and Creep

210—Deterioration of Concrete in Hydraulic structuresOrganized in 1940; Merged with 207 in 2000 ∙ 210R-55, (Reaffirmed 1979), Erosion Resistance of

Concrete in Hydraulic Structures ∙ 210R-87, Erosion of Concrete in Hydraulic Structures ∙ 210R-93, Erosion of Concrete in Hydraulic Structures ∙ 210R-93, (Reapproved 1998), Erosion of Concrete in

Hydraulic Structures ∙ 210.1R-94, Compendium of Case Histories on Report of

Erosion-Damaged Concrete in Hydraulic Structures ∙ 210.1R-94, (Reapproved 1999), Compendium of Case

Histories on Report of Erosion-Damaged Concrete in Hydraulic Structures

211—proportioning Concrete MixturesOrganized in 1936 ∙ 211.1-81, Standard Practice for Selecting Proportions for

Normal, Heavyweight, and Mass Concrete ∙ 211.1-81 SI Appendix Included (Revised 1984), Standard

Practice for Selecting Proportions for Normal, Heavy-weight, and Mass Concrete

∙ 211.1-81 SI Appendix Included (Revised 1985), Standard Practice for Selecting Proportions for Normal, Heavy-weight, and Mass Concrete

∙ 211.1-89 SI Appendix Included, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete

∙ 211.1-91, (Reapproved 1997), Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete

∙ 211.1-91 SI Appendix Included, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete

∙ 211.1-91 (Reapproved 2002), Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete


∙ 211.2-81, Standard Practice for Selecting Proportions for Structural Lightweight Concrete

∙ 211.2-81, (Reapproved 1990), Standard Practice for Selecting Proportions for Structural Lightweight Concrete



∙ 211.2-98, (Reapproved 2004), Standard Practice for Selecting Proportions for Structural Lightweight Concrete

∙ 211.3-75 (Revised 1987) (Reapproved 1992), Standard Practice for Selecting Proportions for No-Slump Concrete

∙ 211.3-75 (Revised 1980), Recommended Practice for Selecting Proportions for No-Slump Concrete

∙ 211.3-75 (Revised 1987), Standard Practice for Selecting Proportions for No-Slump Concrete

∙ 211.3-75 (Revised 1987) (Reapproved 1992), Standard Practice for Selecting Proportions for No-Slump Concrete

∙ 211.3R-97, Guide for Selecting Proportions for No-Slump Concrete

∙ 211.3R-02, Guide for Selecting Proportions for No-Slump Concrete

∙ 211.4R-93, Guide for Selecting Proportions for High-Strength Concrete With Portland Cement and Fly Ash

∙ 211.4R-93 (Reapproved 1998), Guide for Selecting Proportions for High-Strength Concrete with Portland Cement and Fly Ash

∙ 211.4R-08, Guide for Selecting Proportions for High-Strength Concrete Using Portland Cement and Other Cementitious Materials

∙ 211.5R-96, Guide for Submittal of Concrete Proportions ∙ 211.5R-01, Guide for Submittal of Concrete Proportions

212—Chemical AdmixturesOrganized in 1943 ∙ 212.1R-81, Admixtures for Concrete and Guide for Use of

Admixtures in Concrete ∙ 212.2R-81, Admixtures for Concrete and Guide for Use of

Admixtures in Concrete ∙ 212.2-81 (Revised 1986), Admixtures for Concrete and

Guide for Use of Admixtures in Concrete ∙ 212.3R-89, Chemical Admixtures for Concrete ∙ 212.3R-91, Chemical Admixtures for Concrete ∙ 212.3R-91 (Reapproved 1999), Chemical Admixtures for

Concrete ∙ 212.3R-04, Chemical Admixtures for Concrete ∙ 212.3R-10, Report on Chemical Admixtures for Concrete ∙ 212.4R-93, Guide for the Use of High-Range Water-

Reducing Admixtures (Superplaticizers) in Concrete ∙ 212.4R-93 (Reapproved 1998), Guide for the Use of

High-Range Water-Reducing Admixtures (Superplaticizers) in Concrete

∙ 212.4R-04, Guide for the Use of High-Range Water- Reducing Admixtures (Superplasticizers) in Concrete

213—Lightweight Aggregate and ConcreteOrganized in 1946 ∙ 213R-79, Guide for Structural Lightweight Aggregate

Concrete ∙ 213R-79 (Reaffirmed 1984), Guide for Structural Light-

weight Aggregate Concrete ∙ 213R-87, Guide for Structural Lightweight Aggregate

Concrete ∙ 213R-87 (Reapproved 1999), Guide for Structural Light-

weight Aggregate Concrete ∙ 213R-03, Guide for Structural Lightweight Aggregate

Concrete

214—evaluation of results of tests used to Determine the strength of ConcreteOrganized in 1946 ∙ 214-77 (Reaffirmed 1983), Recommended Practice for

Evaluation of Strength Test Results of Concrete ∙ 214-77 (Reapproved 1989), Recommended Practice for

Evaluation of Strength Test Results of Concrete ∙ 214-77 (Reapproved 1997), Recommended Practice for

Evaluation of Strength Test Results of Concrete ∙ 214R-02, Evaluation of Strength Test Results of Concrete ∙ 214R-11, Guide to Evaluation of Strength Test Results of

Concrete ∙ 214.1R-8, Use of Accelerated Strength Testing ∙ 214.1R-81 (Reapproved 1985), Use of Accelerated

Strength Testing ∙ 214.1R-81 (Reapproved 1986), Use of Accelerated

Strength Testing ∙ 214.3R-88, Simplified Version of the Recommended

Practice for Evaluation of Strength Test Results ∙ 214.3R-88 (Reapproved 1997), Simplified Version of the

Recommended Practice for Evaluation of Strength Test Results

∙ 214.4R-03, Guide for Obtaining Cores and Interpreting Compressive Strength Results

∙ 214.4R-10, Guide for Obtaining Cores and Interpreting Compressive Strength Results

215—Fatigue of ConcreteOrganized in 1947 ∙ 215R-74 (Revised 1981), Considerations for Design of

Concrete Structures Subjected to Fatigue Loading ∙ 215R-74 (Revised 1984), Considerations for Design of

Concrete Structures Subjected to Fatigue Loading ∙ 215R-74 (Revised 1992), Considerations for Design of

Concrete Structures Subjected to Fatigue Loading ∙ 215R-74 (Revised 1992) (Reapproved 1997), Consider-

ations for Design Structures Subjected to Fatigue Loading

216—Fire resistance and Fire protection of structuresOrganized in 1955; Joint Committee with The Masonry Society ∙ 216R-81, Guide for Determining the Fire Endurance of

Concrete Elements


∙ 216R-81 (Revised 1987), Guide for Determining the Fire Endurance of Concrete Elements

∙ 216R-89, Guide for Determining the Fire Endurance of Concrete Elements

∙ 216R-89 (Reapproved 1994), Guide for Determining the Fire Endurance of Concrete Elements

∙ 216R-89 (Reapproved 2001), Guide for Determining the Fire Endurance of Concrete Elements

∙ 216.1-97 / TMS 0216.1-97, Standard Method for Deter-mining Fire Resistance of Concrete and Masonry Construction Assemblies

∙ 216.1-07 / TMS-0216-07, Code Requirements for Deter-mining Fire Resistance of Concrete and Masonry Construction Assemblies, An ACI / TMS Standard

∙ 216.1M-07 / TMS-0216-07, Code Requirements for Determining Fire Resistance of Concrete and Masonry Construction Assemblies, An ACI / TMS Standard (Metric)

221—AggregatesOrganized in 1936 ∙ 221R-84, Guide for Use of Normal Weight and Heavy-

weight Aggregates in Concrete ∙ 221R-89, Guide For Use of Normal Weight and Heavy-

weight Aggregates in Concrete ∙ 221R-96, Guide For Use of Normal Weight and Heavy-

weight Aggregates in Concrete ∙ 221R-96 (Reapproved 2001), Guide for Use of Normal

Weight and Heavyweight Aggregates in Concrete ∙ 221.1R-98, State-of-the-Art Report on Alkali-Aggregate

Reactivity

222—Corrosion of Metals in ConcreteOrganized in 1963 ∙ 222R-85, Corrosion of Metals in Concrete ∙ 222R-89, Corrosion of Metals in Concrete ∙ 222R-96, Corrosion of Metals in Concrete ∙ 222R-01, Protection of Metals in Concrete Against Corrosion ∙ 222.1-96, Provisional Structural Test Method for Water-

Soluble Chloride Available for Corrosion of Embedded Steel in Mortar and Concrete Using the Soxhlet Extractor

∙ 222.2R-01, Corrosion of Prestressing Steels ∙ 222.3R-03, Design and Construction Practices to Mitigate

Corrosion of Reinforcement in Concrete Structures ∙ 222.3R-11, Guide to Design and Construction Practices

to Mitigate Corrosion of Reinforcement in Concrete Structures

223—shrinkage-Compensating ConcreteOrganized in 1964 ∙ 223-77 (Revised 1982), Standard Practice for the Use of

Shrinkage-Compensating Concrete ∙ 223-83, Standard Practice for the Use of Shrinkage-

Compensating Concrete ∙ 223-90, Standard Practice for the Use of Shrinkage-

Compensating Concrete ∙ 223-93, Standard Practice for the Use of Shrinkage-

Compensating Concrete

∙ 223-98, Standard Practice for the Use of Shrinkage- Compensating Concrete

∙ 223R-10, Guide for the Use of Shrinkage-Compensating Concrete

224—CrackingOrganized in 1966 ∙ 224R-80, Control of Cracking in Concrete Structures ∙ 224R-80 (Revised 1984), Control of Cracking in

Concrete Structures ∙ 224R-89, Control of Cracking in Concrete Structures ∙ 224R-90, Control of Cracking in Concrete Structures ∙ 224R-01, Control of Cracking in Concrete Structures ∙ 224.1R-84, Causes, Evaluation, and Repair of Cracks in

Concrete Structures ∙ 224.1R-89, Causes, Evaluation, and Repair of Cracks in



Concrete Structures ∙ 224.1R-93 (Reapproved 1998), Causes, Evaluation, and

Repair of Cracks in Concrete Structures ∙ 224.1R-07, Causes, Evaluation, and Repair of Cracks in

Concrete Structures ∙ 224.2R-86, Cracking of Concrete Members in Direct Tension ∙ 224.2R-92, Cracking of Concrete Members in Direct Tension ∙ 224.2R-92 (Reapproved 1997), Cracking of Concrete

Members in Direct Tension ∙ 224.2R-92 (Reapproved 2004), Cracking of Concrete

Members in Direct Tension ∙ 224.3R-95, Joints in Concrete Construction ∙ 224.3R-95 (Reapproved 2001), Joints in Concrete

Construction ∙ 224.3R-95 (IMCYC) Spanish version, Juntas en las

construcciones de concreto

225—Hydraulic CementsOrganized in 1976 ∙ 225R-85, Guide to the Selection and Use of Hydraulic

Cements ∙ 225R-91 Supplement, Supplement to: Guide to the Selection

and Use of Hydraulic Cements ∙ 225R-91, Guide to the Selection and Use of Hydraulic

Cements ∙ 225R-91 (Reapproved 1997), Guide to the Selection and

Use of Hydraulic Cements ∙ 225R-99, Guide to the Selection and Use of Hydraulic Cements ∙ 225R-99 (Reapproved 2005), Guide to the Selection and

Use of Hydraulic Cements

226—Fly Ash, other pozzolans, and slagOrganized in 1981; Discharged in 1988 ∙ 226.1R-87, Ground Granulated Blast-Furnace Slag as a

Cementitious Constituent in Concrete ∙ 226.3R-87, Use of Fly Ash in Concrete


227—radioactive and Hazardous Waste ManagementOrganized in 1982; Discharged in 2002

228—nondestructive testing of ConcreteOrganized in 1982 ∙ 228.1R-89, In-Place Methods for Determination of

Strength of Concrete ∙ 228.1R-90, In-Place Methods for Determination of

Strength of Concrete ∙ 228.1R-95, In-Place Methods to Estimate Concrete Strength ∙ 228.1R-95, (IMCYC) Spanish version, Metodos para

estimar la resistencia del concreto en el sitio ∙ 228.1R-03, In-Place Methods to Estimate Concrete Strength ∙ 228.2R-98, Nondestructive Test Methods for Evaluation

of Concrete in Structures ∙ 228.2R-98 (Reapproved 2004), Nondestructive Test Methods

for Evaluation of Concrete in Structures

229—Controlled Low-strength Materials (CLsM)Organized in 1984 ∙ 229R-94, Controlled Low-Strength Materials (CLSM) ∙ 229R-99, Controlled Low-Strength Materials ∙ 229R-99 (Reapproved 2005), Controlled Low-Strength

Materials

230—soil CementOrganized in 1985 ∙ 230.1R-90, State-of-Art Report on Soil Cement ∙ 230.1R-90 (Reapproved 1997), State-of-the-Art Report on

Soil Cement ∙ 230.1R-09, Report on Soil Cement

231—properties of Concrete at early AgesOrganized in 1986 ∙ 231R-10, Report on Early-Age Cracking: Causes,

Measurement, and Mitigation

232—Fly Ash and natural pozzolans in ConcreteOrganized in 1988 ∙ 232.1R-94, Use of Natural Pozzolans in Concrete ∙ 232.1R-00, Use of Raw or Processed Natural Pozzolans

in Concrete ∙ 232.1R-00 (Reapproved 2006), Use of Raw or Processed

Natural Pozzolans in Concrete ∙ 232.1R-12, Report on the Use of Raw or Processed Natural

Pozzolans in Concrete ∙ 232.2R-96, Use of Fly Ash in Concrete ∙ 232.2R-03, Use of Fly Ash in Concrete

233—Ground slag in ConcreteOrganized in 1988 ∙ 233R-95, Ground Granulated Blast-Furnace Slag as a

Cementitious Constituent in Concrete ∙ 233R-95 (Reapproved 2000), Ground Granulated Blast-

Furnace Slag as a Cementitious Constituent in Concrete ∙ 233R-03, Slag Cement in Concrete and Mortar

234—silica Fume in ConcreteOrganized in 1988 ∙ 234R-96, Guide for the Use of Silica Fume in Concrete ∙ 234R-96 (Reapproved 2000), Guide for the Use of Silica

Fume in Concrete ∙ 234R-06, Guide for the Use of Silica Fume in Concrete

235—electronic Data exchangeOrganized in 1994 ∙ 126.1R-97, Guide to a Recommended Format for the Iden-

tification of Concrete in a Materials Property Database ∙ 126.3R-99, Guide to Recommended Format for Concrete

in Materials Property Database

236—Material science of ConcreteOrganized in 1996

237—self-Consolidating ConcreteOrganized in 2003 ∙ 237R-07, Emerging Technology Series, Self-Consolidating

Concrete

238—Workability of Fresh ConcreteOrganized in 2006 ∙ 238.1R-08, Report on Measurements of Workability and

Rheology of Fresh Concrete

239—ultra-High performance ConcreteOrganized in 2011

300—DesIGn AnD ConstruCtIon301—specifications for ConcreteOrganized in 1956 ∙ 301-72 (Revised 1981), Specifications for Structural

Concrete for Buildings ∙ 301-84, Supplement to ACI 301-84 Specifications for

Structural Concrete for Buildings ∙ 301-84, Specifications for Structural Concrete for Buildings ∙ 301-84 (Revised 1988), Supplement to ACI 301-84

Specifications for Structural Concrete for Buildings ∙ 301-84 (Revised 1985), Specifications for Structural

Concrete for Buildings ∙ 301-84 (Revised 1987), Specifications for Structural

Concrete for Buildings ∙ 301-84 (Revised 1988), Specifications for Structural

Concrete for Buildings ∙ 301-89, Specifications for Structural Concrete for Buildings ∙ 301-96, Notice to Users of ACI 301-96 “Standard Specifi-

cations for Structural Concrete” ∙ 301-99, Specifications for Structural Concrete ∙ 301M-99, Specifications for Structural Concrete (Metric) ∙ 301-99, (IMCYC) Spanish version, Especificaciones para

el concreto estructural ∙ 301-05, Specifications for Structural Concrete ∙ 301M-05, Specifications for Structural Concrete (Metric) ∙ 301-10, Specification for Structural Concrete


∙ 301M-10, Specification for Structural Concrete (Metric) ∙ 301S-05, Especifications para Concreto Estructural

Producido por el Comite 301 ∙ SP-15(81), Field Reference Manual ∙ SP-15(88), Field Reference Manual ∙ SP-15 (89), Field Reference Manual ∙ SP-15 (95), Field Reference Manual ∙ SP-15 (99), Field Reference Manual ∙ SP-15 (05), Field Reference Manual

302—Construction of Concrete FloorsOrganized in 1957 ∙ 302.1R-80, Guide for Concrete Floor and Slab Construction ∙ 302.1R-89, Guide for Concrete Floor and Slab Construction ∙ 302.1R-96, Guide for Concrete Floor and Slab Construction ∙ 302.1R-04, Guide for Concrete Floor and Slab Construction ∙ 302.2R-06, Guide for Concrete Slabs that Receive

Moisture-Sensitive Flooring Materials

303—Architectural Cast-in-place ConcreteOrganized in 1967 ∙ 303-91, Guide for Cast-In-Place Architectural Concrete

Practice ∙ 303R-74 (Revised 1982), Guide to Cast-in-Place Archi-

tectural Concrete Practice ∙ 303R-91, Guide to Cast-in-Place Architectural Concrete

Practice ∙ 303R-04, Guide to Cast-in-Place Architectural Concrete

Practice ∙ 303R-12, Guide to Cast-in-Place Architectural Concrete

Practice ∙ 303.1-97, Standard Specification for Cast-In-Place Archi-

tectural Concrete

304—Measuring Mixing transporting and placing ConcreteOrganized in 1936 ∙ 304-73 (Reaffirmed 1978), Recommended Practice for

Measuring, Mixing, Transporting, and Placing Concrete ∙ 304-73 (Reaffirmed 1983), Recommended Practice for

Measuring, Mixing, Transporting, and Placing Concrete ∙ 304R-85, Guide for Measuring, Mixing, Transporting,

and Placing Concrete ∙ 304R-89, Guide for Measuring, Mixing, Transporting,

and Placing Concrete ∙ 304R-89 (Reapproved 1997), Guide for Measuring, Mixing,

Transporting, and Placing Concrete ∙ 304R-00, Guide for Measuring, Mixing, Transporting,

and Placing Concrete ∙ 304-00, (IMCYC) Spanish version, Guia para la medicion,

mezclado, transporte y colocacion del concreto ∙ 304.1R-92, Guide for the Use of Preplaced Aggregate

Concrete for Structural and Mass Concrete Applications ∙ 304.1R-92 (Reapproved 1997), Guide for the Use of

Preplaced Aggregate Concrete for Structural and Mass Concrete Applications

∙ 304.1R-92 (Reapproved 2005), Guide for the Use of Preplaced Aggregate Concrete for Structural and Mass Concrete Applications

∙ 304.2R-71 (Revised 1982), Placing Concrete by Pumping Methods

∙ 304.2R-91, Placing Concrete by Pumping Methods ∙ 304.2R-95, Revisions to Placing Concrete by Pumping

Methods ∙ 304.2R-96, Placing Concrete by Pumping Methods ∙ 304.3R-75 (Reaffirmed 1980), High Density Concrete:

Measuring, Mixing, Transporting, and Placing ∙ 304.3R-75 (Revised 1985), High Density Concrete:

Measuring, Mixing, Transporting, and Placing ∙ 304.3R-89, Heavyweight Concrete: Measuring, Mixing,

Transporting, and Placing ∙ 304.3R-96, Heavyweight Concrete: Measuring, Mixing,

Transporting, and Placing ∙ 304.3R-96 (Reapproved 2004), Heavyweight Concrete:

Measuring, Mixing, Transporting, and Placing ∙ 304.4R-75 (Reaffirmed 1980), Placing Concrete with Belt

Conveyors ∙ 304.4R-75 (Revised 1985), Placing Concrete with Belt

Conveyors ∙ 304.4R-89, Placing Concrete with Belt Conveyors ∙ 304.4R-95, Placing Concrete with Belt Conveyors ∙ 304.5R-82, Batching, Mixing, and Job Control of Light-

weight Concrete ∙ 304.5R-91, Batching, Mixing, and Job Control of Light-

weight Concrete ∙ 304.5R-91 (Reapproved 1997), Batching, Mixing, and Job

Control of Lightweight Concrete ∙ 304.6R-91, Guide for the Use of Volumetric-Measuring

and Continuous-Mixing Concrete Equipment ∙ 304.6R-91 (Reapproved 1997), Guide for the Use of

Volumetric-Measuring and Continuous-Mixing Concrete Equipment

∙ 304.6R-09, Guide for Use of Volumetric-Measuring and Continuous-Mixing Concrete Equipment

305—Hot Weather ConcretingOrganized in 1955 ∙ 305R-77 (Revised 1982), Hot Weather Concreting ∙ 305R-89, Hot Weather Concreting ∙ 305R-91, Hot Weather Concreting ∙ 305R-99, Hot Weather Concreting ∙ 305.1-06, Specification for Hot Weather Concreting ∙ 305R-99, Elaboracion, colocacion y proteccion del

concreto and En clima caluroso y frio ∙ 305R-10, Guide to Hot Weather Concreting

306—Cold Weather ConcretingOrganized in 1929 ∙ 306R-78, Cold Weather Concreting ∙ 306R-78 Revised 1983, Cold Weather Concreting ∙ 306R-88, Cold Weather Concreting ∙ 306R-88 (Reapproved 1997), Cold Weather Concreting


∙ 306R-88 (Reapproved 2002), Cold Weather Concreting ∙ 306R-10, Guide to Cold Weather Concreting ∙ 306-1-87, Standard Specification for Cold Weather

Concreting ∙ 306.1-90, Standard Specification for Cold Weather

Concreting ∙ 306.1-90 (Reapproved 1998), Standard Specification for

Cold Weather Concreting ∙ 306.1-90 (Reapproved 2002), Standard Specification for

Cold Weather Concreting

307—Concrete ChimneysOrganized in 1922 ∙ 307-69 (Reaffirmed 1978), Specification for the Design

and Construction of Reinforced Concrete Chimneys ∙ 307-79, Specification for the Design and Construction of

Reinforced Concrete Chimneys ∙ 307-88, 307R-88, Standard Practice for the Design and

Construction of Cast-In-Place Reinforced Concrete Chim-neys and Commentary

∙ 307-95, 307R-95, Standard Practice for the Design and Construction of Cast-In-Place Reinforced Concrete Chimneys and Commentary

∙ 307-98, Design and Construction of Reinforced Concrete Chimneys

∙ 307R-98, Commentary on Standard Practice for the Design and Construction of Reinforced Concrete Chimneys

∙ 307-98, 307R-98, Design and Construction of Reinforced Concrete Chimneys and Commentary

∙ 307-08, Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary

308—Curing ConcreteOrganized in 1936 ∙ 308-71 (Reaffirmed 1978), Recommended Practice for

Curing Concrete ∙ 308-81, Standard Practice for Curing Concrete ∙ 308-81 (Revised 1986), Standard Practice for Curing

Concrete ∙ 308-92, Standard Practice for Curing Concrete ∙ 308-92 (Reapproved 1997), Standard Practice for Curing

Concrete ∙ 308R-01, Guide to Curing Concrete ∙ 308.1-98, Standard Specification for Curing Concrete ∙ 308.1-11, Specification for Curing Concrete

309—Consolidation of ConcreteOrganized in 1936 ∙ 309-72 (Reaffirmed 1978), Standard Practice for Consoli-

dation of Concrete ∙ 309-72 (Revised 1982), Standard Practice for Consolidation

of Concrete ∙ 309-81 (Revised 1986), Standard Practice for Consolidation

of Concrete ∙ 309R-87, Guide for Consolidation of Concrete ∙ 309R-96, Guide for Consolidation of Concrete

∙ 309R-05, Guide for Consolidation of Concrete ∙ 309.1R-81, Behavior of Fresh Concrete During Vibration ∙ 309.1R-81(Revised 1986), Behavior of Fresh Concrete

During Vibration ∙ 309.1R-93, Behavior of Fresh Concrete During Vibration ∙ 309.1R-93 (Reapproved 1998), Behavior of Fresh Concrete

During Vibration ∙ 309.1R-93 (Reapproved 2005), Behavior of Fresh Concrete

During Vibration ∙ 309.1R-08, Report on Behavior of Fresh Concrete During

Vibration ∙ 309.2R-82, Behavior of Fresh Concrete During Vibration ∙ 309.2R-90, Identification and Control of Consolidation-

Related Surface Defects in Formed Concrete ∙ 309.2R-98, Identification and Control of Visible Effects of

Consolidation on Formed Concrete Surfaces ∙ 309.2R-98, (IMCYC), Identificacion y control de defectos

visibles de las compactacion en superficies de concrete ∙ 309.2R-98 (Reapproved 2005), Identification and Control

of Visible Effects of Consolidation on Formed Concrete Surfaces

∙ 309.3R-92, Guide to Consolidation of Concrete in Congested Areas

∙ 309.3R-92 (Reapproved 1997), Guide to Consolidation of Concrete in Congested Areas

∙ 309.5R-00, Compaction of Roller-Compacted Concrete ∙ 309.5R-00 (Reapproved 2006), Compaction of Roller-

Compacted Concrete

310—Decorative ConcreteOrganized in 2007

311—Inspection of ConcreteOrganized in 1935 ∙ 311-99 (IMCYC) Spanish version, Manual para Supervisar

Obras de Concrete, Publicacion SP-2 ∙ 311.1R-81, ACI Manual of Concrete Inspection ∙ 311.1R-81 (Reapproved 1985), ACI Manual of Concrete

Inspection ∙ 311.1R-81 (Reapproved 1989), ACI Manual of Concrete

Inspection ∙ 311.1R-92, ACI Manual of Concrete Inspection ∙ 311.1R-92 (Reapproved 1997), ACI Manual of Concrete

Inspection ∙ 311.1R-99, ACI Manual of Concrete Inspection ∙ 311.1R-99 (Reapproved 2005), ACI Manual of Concrete

Inspection ∙ 311.1R-07, ACI Manual of Concrete Inspection ∙ 311.4R-80, Guide for Concrete Inspection ∙ 311.4R-80 (Revised 1984), Guide for Concrete Inspection ∙ 311.4R-88, Guide for Concrete Inspection ∙ 311.4R-95, Guide for Concrete Inspection ∙ 311.4R-00, Guide for Concrete Inspection ∙ 311.4R-05, Guide for Concrete Inspection ∙ 311.5R-88, Batch Plant Inspection and Field Testing of

Ready-Mixed Concrete


∙ 311.5R-95, Guide for Specifying Batch Plant Inspection and Field Testing of Ready-Mixed Concrete

∙ 311.5R-97, Guide for Concrete Plant Inspection and Testing of Ready-Mixed Concrete

∙ 311.5R-02, Guide for Concrete Plant Inspection and Testing of Ready-Mixed Concrete

∙ 311.5-04, Guide for Concrete Plant Inspection and Testing of Ready-Mixed Concrete

∙ 311.6-09, Specification for Ready Mixed Concrete Testing Services

∙ 311.6M-09, Specification for Ready Mixed Concrete Testing Services (Metric)

∙ SP-2 Seventh Edition, ACI Manual of Concrete Inspection ∙ SP-2 Seventh Edition, Fourth Printing, 1984, ACI Manual

of Concrete Inspection ∙ SP-2 Seventh Edition, Sixth printing, 1987, ACI Manual

of Concrete Inspection ∙ SP-2 Seventh Edition, Ninth printing, 1989, ACI Manual

of Concrete Inspection ∙ SP-2 Seventh Edition, Revised Ninth Printing, 1990,

ACI Manual of Concrete Inspection ∙ SP-2 (92), Eight Edition First Printing August 1992,

ACI Manual of Concrete Inspection ∙ SP-2 (99), Ninth Edition, First Printing, February 2000,

ACI Manual of Concrete Inspection ∙ SP-2 (99), Ninth Edition, Second Printing, February

2003, ACI Manual of Concrete Inspection ∙ SP-2 (99), Ninth Edition, Third Printing, February 2004,

ACI Manual of Concrete Inspection ∙ SP-2 Spanish, ACI Manual of Concrete Inspection ∙ SP-2 (07), ACI Manual of Concrete Inspection

313—Concrete Bins and silosOrganized in 1937 ∙ 313-77, R-77 Revised 1983, Recommended Practice for

Design and Construction of Concrete Bins, Silos, and Bunkers for Storage of Granular Materials and Commentary

∙ 313-91, 313R-91, Standard Practice for Design and Construction of Concrete Silos and Stacking Tubes for Storing Granular Materials and Commentary

∙ 313-97, 313R-97, Standard Practice for Design and Construction of Concrete Silos and Stacking Tubes for Storing Granular Materials and Commentary

∙ 313.1R-81, Post Tensioned Concrete Silos

314—simplified Design of Concrete BuildingsOrganized in 2004 ∙ 314R-11, Guide to Simplified Design for Reinforced

Concrete Buildings

315—Details of Concrete reinforcementOrganized in 1936; Joint Committee with Concrete Reinforcing Steel Institute ∙ 315-74 (Revised 1978), Manual of Standard Practice for

Detailing Reinforced Concrete Structures ∙ 315-80, Details and Detailing of Reinforced Concrete

∙ 315-80 (Revised 1986), Details and Detailing of Reinforced Concrete

∙ 315-80 (Revised 1986) (Reapproved 1991), Details and Detailing of Concrete Reinforcement

∙ 315-92, Details and Detailing of Concrete Reinforcement ∙ 315-99, Details and Detailing of Concrete Reinforcement ∙ 315R-80, Manual of Engineering and Placing Drawings

for Concrete Reinforcements ∙ 315R-80 (Revised 1988), Manual of Engineering and

Placing Drawings for Concrete Reinforcements ∙ 315R-94, Manual of Engineering and Placing Drawings

for Reinforced Concrete Structures ∙ SP-66 (80), ACI Detailing Manual ∙ SP-66 (88), ACI Detailing Manual ∙ SP-66 (94), ACI Detailing Manual ∙ SP-66 (04), ACI Detailing Manual

318—structural Concrete Building CodeOrganized in 1929 ∙ 318-83, Building Code Requirements for Reinforced Concrete ∙ 318R, Commentary on Building Code Requirements for

Reinforced Concrete ∙ 318.1R-83, Commentary for Building Code Requirements

for Structural Plain Concrete ∙ 318.1RM-83, Commentary for Building Code Requirements

for Structural Plain Concrete (Metric) ∙ 318.1-83, Building Code Requirements for Structural

Plain Concrete ∙ 318.1-83 (Revised 1987) Supplement, Building Code

Requirements for Structural Plain Concrete 1987 Supplement ∙ 318M-83, Building Code Requirements for Reinforced

Concrete (Metric) ∙ 318RM-83, Commentary on Building Code Requirements

for Reinforced Concrete (Metric) ∙ 318.1M-83 Supplement, Building Code Requirements for

Structural Plain Concrete Supplement (Metric) ∙ 318.1M-83 Revised 1987, Building Code Requirements

for Structural Plain Concrete ∙ 318/318R-89, Building Code Requirements for Reinforced

Concrete and Commentary ∙ 318.1-89/318.1R-89, Building Code Requirements for

Structural Plain Concrete and Commentary ∙ 318M-89/318RM-89, Building Code Requirements for

Reinforced Concrete and Commentary (Metric) ∙ 318-89/318R-89 (Revised 1992), Building Code

Requirements for Reinforced Concrete and Commentary ∙ 318-95/318R-95, Building Code Requirements for Structural

Concrete and Commentary ∙ 318M-95/318RM-95, Building Code Requirements for

Structural Concrete and Commentary (Metric) ∙ 318-99/318R-99, Building Code Requirements for Structural

Concrete and Commentary ∙ 318M-99/318RM-99, Building Code Requirements for

Structural Concrete and Commentary (Metric) ∙ 318-02/318R-02, Building Code Requirements for Structural

Concrete and Commentary


∙ 318M-02/318RM-02, Building Code Requirements for Structural Concrete and Commentary (Metric)

∙ 318-02/318R-02, (IMCYC) Spanish version, Reglamento para las Construcciones de Concreto Structural y Comentarios del Reglamento para las Construcciones de Concreto Estructural

∙ 318-05/318R-05, Building Code Requirements for Structural Concrete and Commentary

∙ 318S-05, Requisitos de Reglamento para Concreto Estructural y Comentario (Version en espanol y en sistema metrico) Es un Estandar del ACI Producido por el Comite 318

∙ 318-08/318R-08, Building Code Requirements for Structural Concrete and Commentary


∙ 318S-08, Requisitos de Reglamento para Concreto Estructural y Comentario

∙ 318—11/318R-11, Building Code Requirements for Structural Concrete and Commentary


325—Concrete pavementsOrganized in 1948 ∙ 325.3R-85, Guide for Design of Foundations and Shoulders

for Concrete Pavements ∙ 325.3R-85 (Revised 1987), Guide for Design of Foundations

and Shoulders for Concrete Pavements ∙ 325.3R-85 (Reapproved 1987), Guide for Design of

Foundations and Shoulders for Concrete Pavements ∙ 325.5R-90, Design of Continuously Reinforced Concrete

for Airports ∙ 325.6R-88, Texturing Concrete Pavements ∙ 325.6R-88 (Reapproved 1997), Texturing Concrete Pavements ∙ 325.7R-88, Recommendations for Designing Prestressed

Concrete Pavements ∙ 325.9R-91, Guide for Construction of Concrete Pavements

and Concrete Bases ∙ 325.9R-91 (Reapproved 1997), Guide for Construction

of Concrete Pavements and Concrete Bases ∙ 325.10R-95, State-of-the-Art Report on Roller-Compacted

Concrete Pavements ∙ 325.10R-95 (Reapproved 2001), State-of-the-Art Report

on Roller-Compacted Concrete Pavements ∙ 325.11R-01, Accelerated Techniques for Concrete Paving ∙ 325.12R-02, Guide for Design of Jointed Concrete

Pavements for Streets and Local Roads ∙ 325.13R-06, Concrete Overlays for Pavement Rehabilitation

327—roller Compacted Concrete pavementOrganized in 2004

330—Concrete parking Lots and site pavingOrganized in 1982 ∙ 330R-87, Guide for Design and Construction of Concrete

Parking Lots

∙ 330R-92, Guide for Design and Construction of Concrete Parking Lots

∙ 330R-92 (Reapproved 1997), Guide for Design and Construction of Concrete Parking Lots

∙ 330R-01, Guide for Design and Construction of Concrete Parking Lots

∙ 330R-08, Guide for the Design and Construction of Concrete Parking Lots

∙ 330.1-94, Standard Specification for Plain Concrete Parking Lots

∙ 330.1-03, Specification for Unreinforced Concrete Parking Lots

332—residential Concrete WorkOrganized in 1953 ∙ 332R-84, Guide to Residential Cast-in-Place Concrete

Construction ∙ 332R-84 (Reapproved 1999), Guide to Residential Cast-

in-Place Concrete Construction ∙ 332R-97, Guide to Residential Cast-in-Place Concrete

Construction ∙ 332-04, Requirements for Residential Concrete Construction

and Commentary ∙ 332-08, Code Requirements for Residential Concrete and

Commentary ∙ 332M-08, Code Requirements for Residential Concrete

and Commentary (Metric) ∙ 332.1R-06, Guide to Residential Concrete Construction

with Errata dated 12-19-06 ∙ 332-10, Residential Code Requirements for Structural

Concrete (ACI 332-10) and Commentary ∙ 332M-10, Residential Code Requirements for Structural

Concrete (ACI 332-10) and Commentary (Metric)

334—Concrete shell Design and ConstructionOrganized in 1957; Joint committee with American Society of Civil Engineers ∙ 334.1R-64 (Revised 1982), Concrete Shell Structures

Practice and Commentary ∙ 334.1R-64 (Revised 1982) (Reapproved 1986), Concrete

Shell Structures Practice and Commentary ∙ 334.1R-92, Concrete Shell Structures Practice and

Commentary ∙ 334.1R-92 (Reapproved 1997), Concrete Shell Structures

Practice and Commentary ∙ 334.1R-92 (Reapproved 2002), Concrete Shell Structures

Practice and Commentary ∙ 334.2R-77 (Revised 1982), Reinforced Concrete Cooling

Tower Shells - Practice and Commentary ∙ 334.2R-84, Reinforced Concrete Cooling Tower Shells -

Practice and Commentary ∙ 334.2R-91, Reinforced Concrete Cooling Tower Shells -

Practice and Commentary ∙ 334.3R-05, Construction of Concrete Shells Using Inflated

Forms


335—Composite and Hybrid structuresOrganized in 1993

336—Footings Mats and Drilled piersOrganized in 1958 ∙ 336.1-79, Standard Specification for the Construction of

End Bearing Drilled Piers ∙ 336.1-79 (Revised 1985), Standard Specification for the

Construction of End Bearing Drilled Piers ∙ 336.1-89, Standard Specification for the Construction of

Drilled Piers ∙ 336.1-94, Standard Specification for the Construction of

Drilled Piers ∙ 336.1-98, 336.1R-98, Reference Specification for the

Construction of Drilled Piers and Commentary ∙ 336.1-01, Specification for the Construction of Drilled

Piers ∙ 336.2R-66 (Reaffirmed 1980), Suggested Analysis and

Design Procedures for Combined Footings and Mats ∙ 336.2R-88, Suggested Analysis and Design Procedures

for Combined Footings and Mats ∙ 336.2R-88 (Reapproved 1993), Suggested Analysis and

Design Procedures for Combined Footings and Mats ∙ 336.2R-88 (Reapproved 2002), Suggested Analysis and

Design Procedures for Combined Footings and Mats ∙ 336.3R-72 (Reaffirmed 1980), Suggested Design and

Construction Procedures for Pier Foundations ∙ 336.3R-72 (Revised 1985), Suggested Design and

Construction Procedures for Pier Foundations ∙ 336.3R-93, Design and Construction of Drilled Piers ∙ 336.3R-93 (Reapproved 1998), Design and Construction

of Drilled Piers ∙ 336.3R-93 (Reapproved 2006), Design and Construction

of Drilled Piers

340—Design Aids for ACI Building CodesOrganized in 1958; Discharged 2004 ∙ 340R-97, Design of Structural Reinforced Concrete

Elements in Accordance with the Strength Design Method

∙ 340.1R-81, Design Handbook in Accordance with the Strength Design Method


∙ 340.1R-91, Design Handbook in Accordance with the Strength Design Method, Volume 1: Beams, One-Way Slabs, Brackets, Footings, and Pile Caps



∙ 340.2R-90, Design Handbook in Accordance with the Strength Design Method, Volume 2: Columns

∙ 340.4R-78, Slab Design in Accordance with ACI Supplement to: Design Handbook in Accordance with the Strength Design Method

∙ 340.4R-85, Supplement to Design Handbook Volume 1, Design of Two-Way Slabs, in Accordance with the Strength Design Method

∙ 340.4R-91, Design Handbook in Accordance with the Strength Design Method, Volume 3: Two-Way Slabs

341—earthquake-resistant Concrete BridgesOrganized in 1990 ∙ 341.2R-97, Seismic Analysis and Design of Concrete

Bridge Systems ∙ 341.2R-97 (Reapproved 2003), Seismic Analysis and

Design of Concrete Bridge Systems ∙ 341.3R-07, Seismic Evaluation and Retrofit Techniques

for Concrete Bridges

342—evaluation of Concrete Bridges and Bridge elementsOrganized in 1994

343—Concrete Bridge DesignOrganized in 1963: Joint committee with American Society of Civil Engineers ∙ 343R-77 (Reaffirmed 1981), Analysis and Design of

Reinforced Concrete Bridge Structures ∙ 343R-88, Analysis and Design of Reinforced Concrete

Bridge Structures ∙ 343R-95, Analysis and Design of Reinforced Concrete

Bridge Structures ∙ 345R-95 (Reapproved 2004), Analysis and Design of

Reinforced Concrete Bridge Structures ∙ 343.1R-12, Guide for the Analysis and Design of

Reinforced and Prestressed Concrete Guideway Structures

344—Circular prestressed Concrete structuresOrganized in 1961: Discharged in 1993 ∙ 344R-70 (Reaffirmed 1981), Design and Construction of

Circular Prestressed Concrete Structures ∙ 344R-T, Design and Construction of Circular Prestressed

Concrete Structures with Circumferential Tendons ∙ 344R-W, Design and Construction of Circular Wire and

Strand Wrapped Prestressed Concrete Structures

345—Concrete Bridge Construction Maintenance and repairOrganized in 1962 ∙ 345-82, Standard Practice for Concrete Highway Bridge

Deck Construction ∙ 345R-91, Guide for Concrete Highway Bridge Deck

Construction ∙ 345R-91 (Reapproved 1997), Guide for Concrete Highway

Bridge Deck Construction ∙ 345R-91 (Reapproved 2005), Guide for Concrete Highway

Bridge Deck Construction ∙ 345R-11, Guide for Concrete Highway Bridge Deck

Construction


∙ 345.1R-83, Routine Maintenance of Concrete Bridges ∙ 345.1R-92, Routine Maintenance of Concrete Bridges ∙ 345.1R-92 (Reapproved 1997), Routine Maintenance of

Concrete Bridges ∙ 345.1R-92 (Reapproved 2005), Routine Maintenance of

Concrete Bridges ∙ 345.1R-06, Guide for Maintenance of Concrete

Bridge Members ∙ 345.2R-92, Guide for Widening Highway Bridges ∙ 345.2R-92 (Reapproved 1997), Guide for Widening High-

way Bridges ∙ 345.2R-98, Guide for Widening Highway Bridges ∙ 345.2R-98 (Reapproved 2005), Guide for Widening High-

way Bridges

346—Cast-in-place pipeOrganized in 1962 ∙ 346-81, 346R-81, Specifications for Cast-in-Place Nonre-

inforced Concrete Pipe and Recommendations for Cast-in-Place Nonreinforced Concrete Pipe

∙ 346-90, 346R-90, Specifications for Cast-in-Place Nonre-inforced Concrete Pipe and Recommendations for Cast-in-Place Nonreinforced Concrete Pipe

∙ 346-90, 346R-90 (Reapproved 1997), Standard Specification for Cast-In-Place Nonreinforced Concrete Pipe

∙ 346-01, Specification for Cast-in-Place Concrete Pipe ∙ 346-09, Specification for Cast-in-Place Concrete Pipe ∙ 346M-09, Specification for Cast-in-Place Concrete (Metric)

347—Formwork for ConcreteOrganized in 1955 ∙ 347-78, Recommended Practice for Concrete Formwork ∙ 347-78 (Reapproved 1984), Recommended Practice for

Concrete Formwork ∙ 347R-88, Guide to Formwork for Concrete ∙ 347R-94, Guide to Formwork for Concrete ∙ 347R-94 (Reapproved 1999), Guide to Formwork for

Concrete ∙ 347-01, Guide to Formwork for Concrete ∙ 347-01, (IMCYC) spanish version, Guia para el diseno,

construccion y materiales de cimbras para concreto ∙ 347R-03, Guide to Formwork for Concrete ∙ 347-04, Guide to Formwork for Concrete ∙ 347.2R-05, Guide for Shoring/Reshoring of Concrete

Multistory Buildings ∙ SP-4, Formwork for Concrete

348—structural safetyOrganized in 1964

349—Concrete nuclear structuresOrganized in 1964 ∙ 349-80/349R-80, Code Requirements for Nuclear Safety

Related Concrete Structures and Commentary ∙ 349-80/349R-80, Supplement to: Code Requirements for

Nuclear Safety Related Concrete Structures and Commentary

∙ 349-85/349R-85, Code Requirements for Nuclear Safety Related Concrete Structures and Commentary

∙ 349-90/349R-90, 1990 Supplement Code Requirements for Nuclear Safety Related Concrete Structures and Commentary



∙ 349-06, Code Requirements for Nuclear Safety- Related Concrete Structures and Commentary

∙ 349M-06, Code Requirements for Nuclear Safety- Related Concrete Structures and Commentary (Metric)

∙ 349.1R-80, Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.1R-80 (Reapproved 1986), Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.1R-91, Supplement to: Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.1R-91 (Reapproved 1996), Supplement to: Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.1R-91 (Reapproved 2000), Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.1R-07, Reinforced Concrete Design for Thermal Effects on Nuclear Power Plant Structures

∙ 349.2R-89, Embedment Design Examples ∙ 349.2R-89 (Reapproved 1994), Embedment Design Examples ∙ 349.2R-89 (Reapproved 1997), Embedment Design Examples ∙ 349.2R-97, Embedment Design Examples ∙ 349.2R-97 (Reapproved 2002), Embedment Design Examples ∙ 349.2R-07, Guide to the Concrete Capacity Design (CCD)

Method -- Embedment Design Examples ∙ 349.3R-96, Evaluation of Existing Nuclear Safety-Related

Concrete Structures ∙ 349.3R-02, Evaluation of Existing Nuclear Safety-Related

Concrete Structures

350—environmental engineering Concrete structuresOrganized in 1964 ∙ 350R-83, Concrete Sanitary Engineering Structures ∙ 350R-89, Environmental Engineering Concrete Structures ∙ 350-01/350R-01, Code Requirement for Environmental

Engineering Concrete Structures and Commentary ∙ 350-06/350R-06, Code Requirements for Environmental

Engineering Concrete Structures and Commentary ∙ 350M-06/350RM-06, Code Requirements for Environmental

Engineering Concrete Structures and Commentary (Metric) ∙ 350.1R-93/AWWA 400-93, Testing Reinforced Concrete

Structures for Water tightness ∙ 350.1-01/350.1R-01, Tightness Testing of Environmental

Engineering Concrete Structures and Commentary ∙ 350.1-10, Specification for Tightness Testing of Environmental

Engineering Concrete Structures and Commentary ∙ 350.1M-10, Specification for Tightness Testing of

Environmental Engineering Concrete and Commentary


∙ 350.2R-97, Concrete Structures for Containment of Hazardous Materials

∙ 350.2R-04, Concrete Structures for Containment of Hazardous Materials

∙ 350.3-01/350.3R-01, Seismic Design of Liquid-Containing Concrete Structures and Commentary

∙ 350.3-06, Seismic Design of Liquid-Containing Concrete Structures

∙ 350.4R-04, Design Considerations for Environmental Engineering Concrete Structures

∙ 350M-01/350RM-01, Code Requirements for Environmental Engineering Concrete Structures and Commentary

∙ 350.5-12, Specification for Environmental Concrete Structures

351—Foundations for equipment and MachineryOrganized in 1964 ∙ 351.1R-93, Grouting for Support of Equipment and Machinery ∙ 351.1R-99, Grouting between Foundations and Bases for

Support of Equipment and Machinery ∙ 351.1R-12, Report on Grouting between Foundations and

Bases for Support of Equipment and Machinery ∙ 351.2R-94, Foundations for Static Equipment ∙ 351.2R-94 (Reapproved 1999), Foundations for Static

Equipment ∙ 351.2R-10, Report on Foundations for Static Equipment ∙ 351.3R-04, Foundations for Dynamic Equipment

352—Joints and Connections in Monolithic Concrete structuresOrganized in 1966; Joint committee with American Society of Civil Engineers ∙ 352R-76 (Reaffirmed 1981), Recommendations for Design

of Beam-Column Joints in Monolithic Reinforced Concrete Structures

∙ 352R-85, Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures

∙ 352R-91, Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures

∙ 352R-91 (Reapproved 1997), Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures

∙ 352R-02, Recommendations for Design of Beam- Column Connections in Monolithic Reinforced Concrete Structures

∙ 352RS-02, Recommendations for Design of Beam- Column Connections in Monolithic Reinforced Concrete Structures (version en espanol)

∙ 352.1R-89, Recommendations for Design of Slab- Column Connections in Monolithic Reinforced Concrete Structures

∙ 352.1R-89 (Reapproved 1997), Recommendations for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures

∙ 352.1R-89 (Reapproved 2004), Recommendations for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures

355—Anchorage to ConcreteOrganized in 1970 ∙ 355.1R-91, State-of-the-Art Report on Anchorage to Concrete ∙ 355.1R-91 (Reapproved 1997), State-of-the-Art Report on

Anchorage to Concrete ∙ 355.2-00/355.2R-00, Evaluating the Performance of Post-

Installed Mechanical Anchors in Concrete and Commentary ∙ 355.2-01/355.2R-01, Evaluating the Performance of Post-

Installed Mechanical Anchors in Concrete ∙ 355.2-04/355.2R-04, Qualification of Post-Installed

Mechanical Anchors in Concrete ∙ 355.2-07/355.2R-07, Qualification of Post-Installed

Mechanical Anchors in Concrete and Commentary ∙ 355.3R-11, Guide for Design of Anchorage to Concrete:

Examples Using ACI 318 Appendix D ∙ 355.4-11, Qualification of Post-Installed Adhesive

Anchors in Concrete and Commentary ∙ 355.4M-11, Qualification of Post-Installed Adhesive

Anchors in Concrete and Commentary

356—Industrialized Concrete ConstructionOrganized in 1970; Discharged in 1979

357—offshore and Marine Concrete structuresOrganized in 1973 ∙ 357R-78, Guide for the Design and Construction of Fixed

Offshore Concrete Structures ∙ 357R-78 (Reaffirmed 1982), Guide for the Design and

Construction of Fixed Offshore Concrete Structures ∙ 357R-84, Guide for the Design and Construction of Fixed

Offshore Concrete Structures ∙ 357R-84 (Reapproved 1997), Guide for the Design and

Construction of Fixed Offshore Concrete Structures ∙ 357.1R-85, State-of-the-Art Report on Offshore Concrete

Structures for the Artic ∙ 357.1R-91, State-of-the-Art Report on Offshore Concrete

Structures for the Artic ∙ 357.1R-91 (Reapproved 1997), State-of-the-Art Report on

Offshore Concrete Structures for the Artic ∙ 357.2R-88, State-of-the-Art Report on Barge-Like Concrete

Structures ∙ 357.2R-88 (Reapproved 1997), State-of-the-Art Report on

Barge-Like Concrete Structures ∙ 357.2R-10, Report on Floating and Float-In Concrete Structures

358—Concrete GuidewaysOrganized in 1974; Discharged in 1996 ∙ 358R-80, State-of-the-Art Report on Concrete Guideways ∙ 358.1R-86, Analysis and Design of Reinforced Concrete

Guideway Structures ∙ 358.1R-92, Analysis and Design of Reinforced and

Prestressed-Concrete Guideway Structures

359—Concrete Components for nuclear reactorsOrganized in 1971 ∙ 359-80, Code for Concrete Reactor Vessels and Containments


∙ 359-83, Code for Concrete Reactor Vessels and Containments ∙ 359-86, Code for Concrete Reactor Vessels and Containments ∙ 359-89, Code for Concrete Reactor Vessels and Containments ∙ 359-92, Code for Concrete Reactor Vessels and Containments ∙ 359-01, Code for Concrete Containments ∙ 359-07, Code for Concrete Containments

360—Design of slabs on GroundOrganized in 1975 ∙ 360R-92, Design of Slabs on Grade ∙ 360R-92 (Reapproved 1997), Design of Slabs on Grade ∙ 360R-06, Design of Slabs-on-Ground ∙ 360R-10, Guide to Design of Slabs-on-Ground

361—Composite Concrete and steel pressure vesselsOrganized in 1979; Discharged in 1992 ∙ 361R-86, Composite Concrete and Steel High-Pressure

Vessels for General Industrial Use ∙ 361R-86 (Reapproved 1990), Composite Concrete and

Steel High-Pressure Vessels for General Industrial Use

362—parking structuresOrganized in 1979 ∙ 362R-85, State-of-the-Art Report on Parking Structures ∙ 362.1R-94, Guide for the Design of Durable Parking

Structures ∙ 362.1R-97, Guide for the Design of Durable Parking

Structures ∙ 362.1R-97 (Reapproved 2002), Guide for the Design of

Durable Parking Structures ∙ 362.1R-12, Guide for the Design and Construction of

Durable Concrete Parking Structures ∙ 362.2R-00, Guide for Structural Maintenance of Parking

Structures ∙ 362.2R-00 (Reapproved 2005), Guide for Structural

Maintenance of Parking Structures

363—High-strength ConcreteOrganized in 1979 ∙ 363R-84, State-of-the-Art Report on High-Strength Concrete ∙ 363R-92, State-of-the-Art Report on High-Strength Concrete ∙ 363R-92 (Reapproved 1997), State-of-the-Art Report on

High-Strength Concrete ∙ 363R-10, Report on High-Strength Concrete ∙ 363.2R-98, Guide to Quality Control and Testing of High-

Strength Concrete ∙ 363.2R-11, Guide to Quality Control and Assurance of

High-Strength Concrete

364—rehabilitationOrganized in 1979 ∙ 364.1R-94, Guide for Evaluation of Concrete Structures

Prior to Rehabilitation ∙ 364.1R-94 (Reapproved 1999), Guide for Evaluation of

Concrete Structures Prior to Rehabilitation

∙ 364.1R-07, Guide for Evaluation of Concrete Structures before Rehabilitation

∙ 364.2T-08(TN-2), Increase Shear Capacity Within Existing Reinforced Concrete

∙ 364.3R-09, Guide for Cementitious Repair Material Data Sheet

∙ 364.3T-10, Treatment of Exposed Epoxy-Coated Reinforcement in Repair

∙ 364.4T-10, Determining the Load Capacity of a Structure When As-Built Drawings are Unavailable

∙ 364.5T-10, Importance of Modulus of Elasticity of Repair Materials

365—service Life predictionOrganized in 1987 ∙ 365.1R-00, Service-Life Prediction--State-of-the-Art

Report

366—precast Concrete pipelinesOrganized in 1986; Discharged in 1993

367—precast Concrete ChimneyOrganized in 1984; Merged with 307 in 1989

368—earthquake resisting Concrete structural elements and systemsOrganized in 1989; Discharged 1998

369—seismic repair and rehabilitationOrganized in 1991 ∙ 369R-11, Guide for Seismic Rehabilitation of Existing

Concrete Frame Buildings and Commentary

370—short Duration Dynamic and vibratory Load effectsOrganized in 1991

371—Concrete pedestal Water towersOrganized in 1992 ∙ 317R-97, Guide for the Analysis, Design, and Construction

of Concrete-Pedestal Water Towers ∙ 371R-98, Guide for the Analysis, Design, and Construction

of Concrete-Pedestal Water Towers ∙ 371-R98 (Reapproved 2003), Guide for the Analysis, Design,

and Construction of Concrete-Pedestal Water Towers ∙ 371R-08, Guide for the Analysis, Design, and Construction

of Elevated Concrete and Composite Steel-Concrete Water Storage Tanks

372—Circular Concrete structures prestressed by Wrapping with Wire or strandOrganized in 1993 ∙ 372R-97, Design and Construction of Circular Wire-and

Strand-Wrapped Prestressed Concrete Structures ∙ 372R-00, Design and Construction of Circular Wire- and

Strand-Wrapped Prestressed Concrete Structures


∙ 372R-03, Design and Construction of Circular Wire- and Strand-Wrapped Prestressed Concrete Structures

373—Circular Concrete structures prestressed with Circumferential tendonsOrganized in 1993: Discharged in 2012 ∙ 373R-97, Design and Construction of Circular Prestressed

Concrete Structures with Circumferential Tendons ∙ 373R-97(Reapp 2010): Design and Construction of

Circular Prestressed Concrete Structures with Circumferential Tendons

374—performance-Based Design of Concrete BuildingsOrganized in 1998 ∙ 374.1-05, Acceptance Criteria for Moment Frames Based

on Structural Testing and Commentary

375—performance-Based Design of Concrete Buildings for Wind LoadsOrganized in 1999

376—Concrete structures for refrigerated Liquefied Gas ContainmentOrganized 2004 ∙ 376-11, Code Requirements for Design and Construction

of Concrete Structures for the Containment of Refrigerated Liquefied Gases (ACI 376-11) and Commentary

400—ConCrete reInForCeMent AnD struCturAL AnALysIs

408—Bond and Development of reinforcementOrganized in 1930: Joint committee with American Society of Civil Engineers ∙ 408R-03, Bond and Development of Straight Reinforcing

Bars in Tension ∙ 408.1R-79, Suggested Development, Splice, and Standard

Hook Provisions for Deformed Bars in Tension ∙ 408.1R-79 (Revised 1984), Suggested Development,

Splice, and Standard Hook Provisions for Deformed Bars in Tension

∙ 408.1R-90, Suggested Development, Splice, and Standard Hook Provisions for Deformed Bars in Concrete

∙ 408.2R-92, State-of-the-Art Report on Bond Under Cyclic Loads

∙ 408.2R-92 (Reapproved 1999), State-of-the-Art Report on Bond Under Cyclic Loads

∙ 408.2R-92 (Reapproved 2005), State-of-the-Art Report on Bond Under Cyclic Loads

∙ 408.2R-12, Report on the Bond of Reinforcing Bars Under Cyclic Loads

∙ 408.3-01/408.3R-01, Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary

∙ 408.3R-09, Guide for Lap Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary

421—Design of reinforced Concrete slabOrganized in 1941; Joint committee with American Society of Civil Engineers ∙ 421.1R-92, Shear Reinforcement for Slabs ∙ 421.1R-92 (Reapproved 1997), Shear Reinforcement for Slabs ∙ 421.1R-99, Shear Reinforcement for Slabs ∙ 421.1R-99 (Reapproved 2006), Shear Reinforcement for Slabs ∙ 421.1R-08, Guide to Shear Reinforcement for Slabs ∙ 421.2R-07, Seismic Design of Punching Shear Reinforcement

in Flat Plates ∙ 421.2R-10, Guide to Seismic Design of Punching Shear

Reinforcement in Flat Plates

423—prestressed ConcreteOrganized in 942; Joint committee with American Society of Civil Engineers ∙ 423.1R-69 (Reaffirmed 1980), Tentative Recommendations

for Concrete Members Prestressed with Unbonded Tendons

∙ 423.2R-74 (Reaffirmed 1980), Tentative Recommendations for Prestressed Concrete Flat Plates

∙ 423.3R-83, Recommendations for Concrete Members Prestressed with Unbonded Tendons




∙ 423.4R-98, Corrosion and Repair of Unbonded Single Strand Tendons

∙ 423.5R-99, State-of-the-Art Report on Partially Prestressed Concrete

∙ 423.6-01/423.6R-01, Specification for Unbonded Single-Strand Tendons and Commentary

∙ 423.7-07, Specification for Unbonded Single-Strand Tendon Materials and Commentary

∙ 423.8R-10, Report on Corrosion and Repair of Grouted Multistrand and Bar Tendon Systems

∙ 423.9M-10, Test Method for Bleed Stability of Cementitious Post-Tensioning Tendon Grout

426—shear and Diagonal tensionOrganized in 1950; Discharged in 1977 ∙ 426R-74 (Reaffirmed 1980), Shear Strength of Reinforced

Concrete Members ∙ 426R-74 (Reapproved 1990), Shear Strength of Reinforced

Concrete Members

428—Inelastic Behavior of reinforced Concrete structuresOrganized in 1956; Discharged in 1982

435—Deflection of Concrete Building structuresOrganized in 1957 ∙ 435R-95, Control of Deflection in Concrete Structures


∙ 435R-95 (Reapproved 2000), Control of Deflection in Concrete Structures

∙ 435.1R-63 (Reaffirmed 1979), Deflections of Prestressed Concrete Members

∙ 435.1R-63 (Reapproved 1989), Deflections of Prestressed Concrete Members

∙ 435.2R-66 (Reaffirmed 1979), Deflections of Reinforced Concrete Flexural Members

∙ 435.2R-66 (Reapproved 1984 and 89), Deflections of Reinforced Concrete Flexural Members

∙ 435.3R-68 (Reaffirmed 1979), Allowable Deflections ∙ 435.3R-68 (Reapproved 1984 and 89), Allowable Deflections ∙ 435.4R-72 (Reaffirmed 1979), Variability of Deflections

of Simply Supported Reinforced Concrete Beams ∙ 435.4R-72 (Reapproved 1984 and 89), Variability of

Deflections of Simply Supported Reinforced Concrete Beams ∙ 435.5R-73 (Reaffirmed 1979), Deflections of Continuous

Concrete Beams ∙ 435.5R-73 (Reapproved 1984 and 89), Deflections of

Continuous Concrete Beams ∙ 435.6R-74 (Reapproved 1984 and 89), Deflection of

Two-Way Reinforced Concrete Floor Systems: State-of-the-Art Report

∙ 435.7R-85 (Reapproved 1991), State-of-the-Art Report on Temperature-Induced Deflections of Reinforced Concrete Members

∙ 435.7R-85 (Reapproved 1997), State-of-the-Art Report on Temperature Induced Deflections of Reinforced Concrete Members

∙ 435.8R-85 (Reapproved 1991), Observed Deflections of Reinforced Concrete Slab Systems. And Causes of Large Deflections

∙ 435.8R-85 (Reapproved 1997), Observed Deflections of Reinforced Concrete Slab Systems, and Causes of Large Deflections

∙ 435.9R-91, State-of-the-Art Report on Control of Two-Way Slab Deflections

437—strength evaluation of existing Concrete structuresOrganized in 1958 ∙ 437R-67 (Revised 1982), Strength Evaluation of Existing

Concrete Buildings ∙ 437R-91, Strength Evaluation of Existing Concrete Buildings ∙ 437R-91 (Reapproved 1997), Strength Evaluation of

Existing Concrete Buildings ∙ 437R-03, Strength Evaluation of Existing Concrete Buildings ∙ 437.1R-07, Load Tests of Concrete Structures: Methods,

Magnitude, Protocols, and Acceptance Criteria ∙ 437-12, Code Requirements for Load Testing of Existing

Concrete Structures (ACI 437) and Commentary (Provisional)

438—torsionOrganized in 1958: Merged with 426 in 1997 ∙ 438R-69 (Reaffirmed 1980), Tentative Recommendations for

the Design of Reinforced Concrete Members to Resist Torsion

439—steel reinforcementOrganized in 1958 ∙ 439.1R-73 (Reaffirmed 1981), Uses and Limitations of

High Strength Steel Reinforcements ∙ 439.3R-83, Mechanical Connections of Reinforcing Bars ∙ 439.3R-83 (Reapproved 1988), Mechanical Connections

of Reinforcing Bars ∙ 439.3R-91, Mechanical Connections of Reinforcing Bars ∙ 439.3R-91 (Reapproved 1999), Mechanical Connections

of Reinforcing Bars ∙ 439.3R-07, Types of Mechanical Splices for Reinforcing Bars ∙ 439.4R-89, Steel Reinforcement-Physical Properties and

U.S. Availability ∙ 439.4R-09, Report on Steel Reinforcement—Material

Properties and U.S. Availability

440—Fiber reinforced polymer reinforcementOrganized in 1991 ∙ 440R-96, State-of-the-Art Report on Fiber Reinforced

Plastic Reinforcement for Concrete Structures ∙ 440R-96 (Reapproved 2002), State-of-the-Art Report on

Fiber Reinforced Plastic Reinforcement for Concrete Structures

∙ 440R-07, Report on Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures

∙ 440.1R-01, Guide for the Design and Construction of Concrete Reinforced with FRP Bars

∙ 440.1R-03, Guide for the Design and Construction of Concrete Reinforced with FRP Bars

∙ 440.1R-06, Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars

∙ 440.2R-02, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures

∙ 440.2R-08, Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures

∙ 440.3R-04, Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures

∙ 440.3R-12, Guide Test Methods for Fiber-Reinforced Polymer (FRP) Composites for Reinforcing or Strength-ening Concrete

∙ 440.4R-04, Prestressing Concrete Structures with FRP Tendons ∙ 440.5-08, Specification for Construction with Fiber-

Reinforced Polymer Reinforcing Bars ∙ 440M.5-08, Specification for Construction with Fiber-

Reinforced Polymer Reinforcing Bars (Metric) ∙ 440.6-08, Specification for Carbon and Glass Fiber-Reinforced

Polymer Bar Materials for Concrete Reinforcement ∙ 440.6M-08, Specification for Carbon and Glass Fiber-

Reinforced Polymer Bar Materials for Concrete Reinforce-ment (Metric)

∙ 440.7R-10, Guide for the Design and Construction of Externally Bonded Fiber-Reinforced Polymer Systems for Strengthening Unreinforced Masonry Structures


441—reinforced Concrete ColumnsOrganized in 1961; Joint committee with American Society of Civil Engineers ∙ 441R-96, High-Strength Concrete Columns: State of the Art

442—response of Concrete Buildings to Lateral ForcesOrganized in 1961; Discharged in 1998 ∙ 442R-71 (Revised 1982), Response of Buildings to Lateral

Forces ∙ 442R-88, Response of Concrete Buildings to Lateral Forces ∙ 442R-88 (Reapproved 1992), Response of Concrete

Buildings to Lateral Forces

444—Health Monitoring and Instrumentation (formerly: experimental Analysis for Concrete structures)Organized in 1969 ∙ 444R-79, Models of Concrete Structures—State-of-the-Art ∙ 444R-79 (Revised 1984), Models of Concrete Structures—

State-of-the-Art

445—shear and torsionOrganized in 1977; Joint committee with American Society of Civil Engineers ∙ 445R-99, Recent Approaches to Shear Design of Structural

Concrete ∙ 445.1R-12, Report on Torsion in Structural Concrete

446—Fracture MechanicsOrganized in 1985; Joint committee with American Society of Civil Engineers ∙ 446.1R-91, Fracture Mechanics of Concrete: Concepts,

Models and Determination of Material Properties ∙ 446.1R-91 (Reapproved 1999), Fracture Mechanics of

Concrete: Concepts, Models and Determination of Material Properties

∙ 446.3R-97, Finite Element Analysis of Fracture in Concrete Structures: State-of-the-Art

∙ 446.4R-04, Report on Dynamic Fracture of Concrete

447—Finite element Analysis of reinforced Concrete structuresOrganized in 1985; Joint committee with American Society of Civil Engineers

500—speCIALIzeD AppLICAtIons AnD repAIr

503—Adhesives for ConcreteOrganized in 1960 ∙ 503R-80, Use of Epoxy Compounds With Concrete ∙ 503R-80 (Revised 1984), Use of Epoxy Compounds With

Concrete ∙ 503R-89, Use of Epoxy Compounds With Concrete ∙ 503R-93, Use of Epoxy Compounds With Concrete ∙ 503R-93 (Reapproved 1998), Use of Epoxy Compounds

With Concrete

∙ 503.1-79, Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick, and Other Materials to Hardened Concrete with a Multi-Component Epoxy Adhesive (Revised 1986)

∙ 503.1-92, Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick, and Other Materials to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.2-79, Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.2-92, Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.3-79, Standard Specification for Producing a Skid-Resistant Surface on Concrete by the Use of a Multi-Component Epoxy Adhesive

∙ 503.3-92, Standard Specification for Producing a Skid-Resistant Surface on Concrete by the Use of a Multi-Component Epoxy Adhesive

∙ 503.3-10, Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate

∙ 503.3M-10, Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate (Metric)

∙ 503.4-79, Standard Specification for Repairing Concrete with Epoxy Mortars

∙ 503.4-92, Standard Specification for Repairing Concrete with Epoxy Mortars

∙ 503.1-92 (Reapproved 1997), Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick, and Other Materials to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.2-92 (Reapproved 1997), Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.3-92, Standard Specification for Producing a Skid-Resistant Surface on Concrete by the Use of a Multi-Component Epoxy Adhesive (Reapproved 1997)

∙ 503.4-92 (Reapproved 1997), Standard Specification for Repairing Concrete with Epoxy Mortars

∙ 503.1-92 (Reapproved 2003), Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick, and Other Materials to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.2-92 (Reapproved 2003), Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi-Component Epoxy Adhesive

∙ 503.3-92 (Reapproved 2003), Standard Specification for Producing a Skid-Resistant Surface on Concrete by the Use of a Multi-Component Epoxy Adhesive

∙ 503.4-92 (Reapproved 2003),Standard Specification for Repairing Concrete with Epoxy Mortars

∙ 503.5R-92, Guide for the Selection of Polymer Adhesives with Concrete

∙ 503.3R-92 (Reapproved 1997), Guide for the Selection of Polymer Adhesives with Concrete


∙ 503.3R-92 (Reapproved 2003), Guide for the Selection of Polymer Adhesives with Concrete

∙ 503.6R-97, Guide for the Application of Epoxy and Latex Adhesives for Bonding Freshly Mixed and Hardened Concretes

∙ 503.6R-97 (Reapproved 2003), Guide for the Application of Epoxy and Latex Adhesives for Bonding Freshly Mixed and Hardened Concrete

∙ 503.7-07, Specification for Crack Repair by Epoxy Injection

504—Joint sealing and Bearing systemsOrganized in 1961; Discharged in 2004 ∙ 504R-90, Guide to Sealing Joints in Concrete Structures ∙ 504R-90 (Reapproved 1995), Guide to Sealing Joints in

Concrete Structures ∙ 504R-90 (Reapproved 1997), Guide to Sealing Joints in

Concrete Structures ∙ 504.1R-82, State-of-the-Art Report on Sealing Joints in

Tunnels

506—shotcretingOrganized in 1942 ∙ 506-66 (Reaffirmed 1978), Recommended Practice for

Shotcreting ∙ 506-66 (Revised 1983), Recommended Practice for

Shotcreting ∙ 506R-85, Guide to Shotcrete ∙ 506R-90, Guide to Shotcrete ∙ 506R-90 (Reapproved 1995), Guide to Shotcrete ∙ 506R-05, Guide to Shotcrete ∙ 506.1R-84, State-of-the-Art Report on Fiber Reinforced

Shotcrete ∙ 506.1R-84 (Reapproved 1989), State-of-the-Art Report on

Fiber Reinforced Shotcrete ∙ 506.1R-84 (Reapproved 1995), State-of-the-Art Report on

Fiber Reinforced Shotcrete ∙ 506.1R-98, Committee Report on Fiber Reinforced Shotcrete ∙ 506.1R-08, Guide to Fiber-Reinforced Shotcrete ∙ 506.2-77 (Revised 1983), Specification for Materials

Proportioning, and Application of Shotcrete ∙ 506.2-90, Specifications for Materials, Proportioning,

and Application of Shotcrete ∙ 506.2-95, Specification for Shotcrete ∙ 506.3R-82, Guide to Certification of Shotcrete Nozzlemen ∙ 506.3R-91, Guide to Certification of Shotcrete Nozzlemen ∙ 506.4R-94, Guide for the Evaluation of Shotcrete ∙ 506.4R-94 (Reapproved 2004), Guide for the Evaluation

of Shotcrete ∙ 506.5R-09, Guide for Specifying Underground Shotocrete

512—precast structural ConcreteOrganized in 1957; Discharged in 1979

515—protective systems for ConcreteOrganized in 1936 ∙ 515.1R-79, A Guide to the Use of Waterproofing, Damp-

proofing, Protective, and Decorative Barrier Systems for Concrete

∙ 515.1R-79 (Revised 1985), A Guide to the Use of Water-proofing, Dampproofing, Protective, and Decorative Barrier Systems for Concrete

516—High pressure steam CuringOrganized in 1941; Discharged in 1983

517—Accelerated Curing of ConcreteOrganized in 1958; Discharged in 1994 ∙ 517.2R-80, Accelerated Curing of Concrete at Atmospheric

Pressure—State of the Art ∙ 517.2R-87, Accelerated Curing of Concrete at Atmospheric

Pressure - State of the Art ∙ 517.2R-87 (Revised 1992), Accelerated Curing of Concrete

at Atmospheric Pressure - State of the Art

522—pervious ConcreteOrganized in 2001 ∙ 522R-06, Pervious Concrete ∙ 522R-10, Report on Pervious Concrete ∙ 522.1-08, Specification for Pervious Concrete Pavement

523—Cellular ConcreteOrganized in 1958 ∙ 5223.1R-67 (Revised 1982), Guide for Cast-in-Place

Low-Density Concrete ∙ 523.1R-86, Guide for Cast-in-Place Low-Density Concrete ∙ 523.1R-92, Guide for Cast-in-Place Low-Density Concrete ∙ 523.1R-06, Guide for Cast-in-Place Low-Density Concrete ∙ 523.2R-68 (Revised 1982), Guide for Low-Density Precast

Concrete Floor, Roof, and Wall Units ∙ 523.2R-68 (Revised 1982) (Reapproved 1987), Guide for

Low-Density Precast Concrete Floor, Roof, and Wall Units ∙ 523.2R-96, Guide for Precast Cellular Concrete Floor,

Roof, and Wall Units ∙ 523.3R-75 (Revised 1982), Guide for Cellular Concretes

Above 50 pcf, and for Aggregate Concretes Above 50 pcf with Compressive Strengths Less than 2500 psi

∙ 523.3R-75 (Revised 1982) (Reapproved 1987), Guide for Cellular Concretes Above 50 pcf, and for Aggregate Concretes Above 50 pcf with Compressive Strengths Less than 2500 psi

∙ 523.3R-93, Guide for Cellular Concretes Above 50 pcf, and for Aggregate Concretes Above 50 pcf with Compressive Strengths Less than 2500 psi

∙ 523.4R-09, Guide for Design and Construction with Auto-claved Aerated

524—plasteringOrganized in 1958 ∙ 524R-93, Guide to Portland Cement Plastering ∙ 524R-04, Guide to Portland Cement-Based Plaster ∙ 524R-08, Guide to Portland Cement-Based Plaster


526—Autoclaved Aerated ConcreteOrganized in 2011

530—Masonry standards Joint CommitteeOrganized in 1978; Joint Committee with The Masonry Society ∙ 530-88, ASCE 5-88, Building Code Requirements for

Masonry Structures ∙ 530.1-88, ASCE 6-88, Specifications for Masonry Structures ∙ 530R-88, 530.1R-88, Commentary on Building Code

Requirements for Masonry Structure and Commentary on Specifications for Masonry Structures

∙ 530-92/ASCE 5-92/TMS 402-92 (12/1/93) ANSI/ACI 530.1.92/ASCE 6-92/TMS 602-92 (12/1/93), Building Code Requirements for Masonry Structures

∙ 530-92/ASCE 5-92/TMS 402-92, 530.1-92/ASCE 6-92/TMS 602-92, 530R-92, 530.1R-92, Building Code Requirements for Masonry Structures Specifications for Masonry Structures Commentary on Building Code Requirements for Masonry Structures Commentary on Specifications for Masonry Structures

∙ 530-95/ASCE 5-95/TMS 402-95; 530.1-95/ASCE 6-95/TMS 602-95; 530-95/ASCE 5-95/TMS 402-95; 530.1-95/ASCE 6-95/TMS 602-95, Building Code Requirements for Masonry Structures Specifications for Masonry Structures Commentary on Building Code Requirements for Masonry Structures Commentary on Specifications for Masonry Structures

∙ 530-02/ASCE 5-02/TMS 402-02; 530.1-02/ASCE 6-02/TMS 602-02; 530-02/ASCE 5-02/TMS 402-02; 530.1-02/ASCE 6-02/TMS 602-02, Building Code Requirements for Masonry Structures Specifications for Masonry Structures Commentary on Building Code Requirements for Masonry Structures Commentary on Specifications for Masonry Structures

∙ 530-05/ASCE 5-05/TMS 402-05; ACI 530.1-05/ASCE 6-05/TMS 602-05; 530-05/ASCE 5-05/TMS 402-05; 530.1-05/ASCE 6-05/TMS 602-05, Building Code Requirements for Masonry Structures; Specification for Masonry Structures; Commentary on Building Code Requirements for Masonry Structures; Commentary on Specification for Masonry Structures

∙ 530-08/ASCE 5-08/TMS 402-08; ACI 530.1-08/ASCE 6-08/TMS 602-08; 530-08/ASCE 5-08/TMS 402-08; 530.1-08/ASCE 6-08/TMS 602-08, Building Code Requirements and Specification for Masonry Structures, Containing Code Requirements for Masonry Structures and Specification for Masonry Structures and Companion Commentaries

∙ 530-11/ASCE 5-11/TMS 402-11; ACI 530.1-11/ASCE 6-11/TMS 602-11; 530-11/ASCE 5-11/TMS 402-11; 530.1-11/ASCE 6-11/TMS 602-11, Building Code Requirements and Specification for Masonry Structures, Containing Code Requirements for Masonry Structures and Specifications for Masonry Structures and Companion Commentaries

∙ SP-115 (92), Reference Manual: Specifications for Masonry Structures

531—Masonry structures researchOrganized in 1953; Discharged in 2000 ∙ 531-79, 531R-79, Building Code Requirements for

Concrete Masonry Structures and Commentary ∙ 531-79, 531R-79 (Revised 1981), Building Code

Requirements for Concrete Masonry Structures and Commentary

∙ 531-79, 531R-79 ANSI/ACI 531-83 (Revised 1983), Building Code Requirements for Concrete Masonry Structures and Commentary

∙ 531.1-76 (Revised 1981), Specification for Concrete Masonry Construction

∙ 531.1-76 (Revised 1983), Specification for Concrete Masonry Construction

532—Concrete MasonryOrganized in 1968; Discharged in 1988

533—precast panelsOrganized in 1961 ∙ 533R-93, Guide for Precast Concrete Wall Panels ∙ 533R-93 (Reapproved 2004), Guide for Precast Concrete

Wall Panels ∙ 533.1R-02, Design Responsibility for Architectural Precast-

Concrete Projects

543—Concrete pilesOrganized in 1961 ∙ 543R-74 (Reaffirmed 1980), Recommendations for Design,

Manufacture, and Installation of Concrete Piles ∙ 543R-00, Design, Manufacture, and Installation of

Concrete Piles ∙ 543R-00 (Reapproved 2005), Design, Manufacture, and

Installation of Concrete Piles ∙ 543R-12, Guide to Design, Manufacture, and Installation

of Concrete Piles

544—Fiber reinforced ConcreteOrganized in 1966 ∙ 544.1R-82, State-of-the-Art on Fiber Reinforced Concrete ∙ 544.1R-82 (Reapproved 1986), State-of-the-Art on Fiber

Reinforced Concrete ∙ 544.1R-96, Fiber Reinforced Concrete ∙ 544.1R-96 (Reapproved 2002), Fiber Reinforced Concrete ∙ 544.2R-78, Measurement of Properties of Fiber Reinforced

Concrete ∙ 544.2R-78 (Revised 1983), Measurement of Properties

of Fiber Reinforced Concrete ∙ 544.2R-89, Measurement of Properties of Fiber Reinforced

Concrete ∙ 544.2R-89 (Reapproved 1999), Measurement of Properties

of Fiber Reinforced Concrete


∙ 544.3R-84, Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete

∙ 544.3R-84 (Reapproved 1988), Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete

∙ 544.3R-93, Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete

∙ 544.3R-93 (Reapproved 1998), Guide for Specifying, Proportioning, Mixing, Placing, and Finishing Steel Fiber Reinforced Concrete

∙ 544.3R-08, Guide for Specifying, Proportioning, and Production of Fiber-Reinforced Concrete

∙ 544.4R-88, Design Considerations for Steel Fiber Reinforced Concrete

∙ 544.4R-88 (Reapproved 1994), Design Considerations for Steel Fiber Reinforced Concrete

∙ 544.4R-88 (Reapproved 1999), Design Considerations for Steel Fiber Reinforced Concrete

∙ 544.5R-10, Report on the Physical Properties and Durability of Fiber-Reinforced Concrete

545—Concrete railroad tiesOrganized in 1967; Discharged in 1994

546—repair of ConcreteOrganized in 1969 ∙ 546R-96, Concrete Repair Guide ∙ 546R-96 (Reapproved 2001), Concrete Repair Guide ∙ 546R-96 (IMCYC) Spanish version, Guia para reparar

estructuras de concreto ∙ 546R-04, Concrete Repair Guide ∙ 546.1R-80, Guide for Repair of Concrete Bridge

Superstructures ∙ 546.1R-80 (Reapproved 1988), Guide for Repair of

Concrete Bridge Superstructures ∙ 546.1R-80 (Reapproved 1997), Guide for Repair of

Concrete Bridge Superstructures ∙ 546.2R-98, Guide to Underwater Repair of Concrete ∙ 546.3R-06, Guide for the Selection of Materials for the

Repair of Concrete ∙ 546.2R-10, Guide to Underwater Repair of Concrete

547—refractory ConcreteOrganized in 1969; Discharged in 1999 ∙ 547R-79, Refractory Concrete ∙ 547R-79 (Revised 1983), Refractory Concrete ∙ 547R-79 (Revised 1983) (Reapproved 1987), Refractory

Concrete: State-of-the-Art Report ∙ 547R-79 (Revised 1983) (Reapproved 1997), Refractory

Concrete: State-of-the-Art Report ∙ 547.1R-89, State-of-the-Art Report Refractory Plastics

and Ramming Mixes ∙ 547.1R-89 (Reapproved 1997), State-of-the-Art Report

Refractory Plastics and Ramming Mixes

548—polymers in ConcreteOrganized in 1971 ∙ 548R-77 (Reapproved 1981), Polymers in Concrete ∙ 548.1R-86, Guide for the Use of Polymers in Concrete ∙ 548.1R-92, Guide for the Use of Polymers in Concrete ∙ 548.1R-97, Guide for the Use of Polymers in Concrete ∙ 548.1R-09, Guide for the Use of Polymers in Concrete ∙ 548.2R-88, Guide for Mixing and Placing Sulfur

Concrete in Construction ∙ 548.2R-93, Guide for Mixing and Placing Sulfur

Concrete in Construction ∙ 548.2R-93 (Reapproved 1998), Guide for Mixing and

Placing Sulfur Concrete in Construction ∙ 548.3R-91, State-of-the-Art Report on Polymer-Modified

Concrete ∙ 548.3R-95, State-of-the-Art Report on Polymer-Modified

Concrete ∙ 548.3R-03, Polymer-Modified Concrete ∙ 548.3R-09, Report on Polymer-Modified Concrete ∙ 548.4-93, Standard Specification for Latex-Modified

Concrete (LMC) Overlays ∙ 548.4-93 (Reapproved 1998), Standard Specification for

Latex-Modified Concrete (LMC) Overlays ∙ 548.4-11, Specification for Latex-Modified Concrete

Overlays ∙ 548.4M-11, Specification for Latex-Modified Concrete

Overlays (Metric) ∙ 548.5R-94, Guide for Polymer Concrete Overlays ∙ 548.5R-94 (Reapproved 1998), Guide for Polymer

Concrete Overlays ∙ 548.6R-96, Polymer Concrete-Structural Applications-

State-of-the-Art ∙ 548.7-04, Test Method for Load Capacity of Polymer

Concrete Underground Utility Structures ∙ 548.8-07, Specification for Type EM (Epoxy Multi-Layer)

Polymer Overlay for Bridge and Parking Garage Decks ∙ 548.9-08, Specification for Type ES (Epoxy Slurry) Polymer

Overlay for Bridge and Parking Garage Decks ∙ 548.9M-08, Specification for Type ES (Epoxy Slurry)

Polymer Overlay for Bridge and Parking Garage Decks (Metric)

∙ 548.10-10, Specification for Type MMS (Methacrylate Slurry)

∙ 548.11R-12, Guide for the Application of Epoxy and Latex Adhesives for Bonding Freshly Mixed and Hardened Concretes

549—thin reinforced Cementitious products and FerrocementOrganized in 1974 ∙ 549R-82, State-of-the-Art Report on Ferrocement ∙ 549R-88, State-of-the-Art Report on Ferrocement ∙ 549R-93, State-of-the-Art Report on Ferrocement ∙ 549R-97, State-of-the-Art Report on Ferrocement ∙ 549.1R-88, Guide for the Design, Construction, and

Repair of Ferrocement


∙ 549.1R-93, Guide for the Design, Construction, and Repair of Ferrocement

∙ 549.1R-93 (Reapproved 1999), Guide for the Design, Construction, and Repair of Ferrocement

∙ 549.2R-04, Report on Thin Reinforced Cementitious Products ∙ 549.3R-09, Report on Glass Fiber-Reinforced Concrete

Premix

550—precast Concrete structuresOrganized in 1979; Joint committee with American Society of Civil Engineers ∙ 550R-93, Design Recommendations for Precast Concrete

Structures ∙ 550R-96, Design Recommendations for Precast Concrete

Structures ∙ 550R-96 (Reapproved 2000), Design Recommendations

for Precast Concrete Structures ∙ 550R-96 (Reapproved 2001), Design Recommendations

for Precast Concrete Structures ∙ 550.1R-01, Emulating Cast-in-Place Detailing in Precast

Concrete Structures ∙ 550.1R-09, Guide to Emulating Cast-in-Place Detailing

for Seismic Design of Precast Concrete Structures

551—tilt-up Concrete ConstructionOrganized in 1979 ∙ 551R-92, Tilt-Up Concrete Structures ∙ 551R-92 (Reapproved 1997), Tilt-Up Concrete Structures ∙ 551-92 (Reapproved 2003), Tilt-Up Concrete Structures ∙ 551.1R-05, Tilt-Up Concrete Construction Guide ∙ 551.2R-10, Design Guide for Tilt-Up Concrete Panels

552—Cementitious GroutingOrganized in 1981

553—swimming poolsOrganized in 1981; Discharged in 1990

554—Bearing systemsOrganized in 1982; Merged with 504 in 2002

555—Concrete with recycled MaterialsOrganized in 1985 ∙ 555R-01, Removal and Reuse of Hardened Concrete

556—engineered Demolition of Concrete and Masonry structuresOrganized in 1992; Discharged in 2000

558—protective CoatingsOrganized in 1995; Discharged in 1998

560—Design and Construction with Insulating Concrete FormsOrganized in 2004

562—evaluation, repair, and rehabilitation of Concrete BuildingsOrganized in 2005 ∙ 562-12, Code Requirements for Evaluation, Repair, and

Rehabilitation of Concrete Buildings (ACI 562) and Commentary (Provisional)

563—specifications for repair of structural Concrete in BuildingsOrganized in 2007

As ACI begins its second century of advancing concrete knowledge, its original chartered purpose remains “to provide a comradeship in finding the best ways to do concrete work of all kinds and in spreading knowledge.” In keeping with this purpose, ACI supports the following activities:

· Technical committees that produce consensus reports, guides, specifications, and codes.

· Spring and fall conventions to facilitate the work of its committees.

· Educational seminars that disseminate reliable information on concrete.

· Certification programs for personnel employed within the concrete industry.

· Student programs such as scholarships, internships, and competitions.

· Sponsoring and co-sponsoring international conferences and symposia.

· Formal coordination with several international concrete related societies.

· Periodicals: the ACI Structural Journal and the ACI Materials Journal, and Concrete International.

Benefits of membership include a subscription to Concrete International and to an ACI Journal. ACI members receive discounts of up to 40% on all ACI products and services, including documents, seminars and convention registration fees.

As a member of ACI, you join thousands of practitioners and professionals worldwide who share a commitment to maintain the highest industry standards for concrete technology, construction, and practices. In addition, ACI chapters provide opportunities for interaction of professionals and practitioners at a local level.

American Concrete Institute38800 Country Club DriveFarmington hills, mI 48331u.s.A.Phone: 248-848-3700Fax: 248-848-3701

www.concrete.org



ACI Technical Committees and Committee Documents Index

The AMERICAN CONCRETE INSTITUTE

was founded in 1904 as a nonprofit membership organization dedicated to public service and representing the user interest in the field of concrete. ACI gathers and distributes information on the improvement of design, construction and maintenance of concrete products and structures. The work of ACI is conducted by individual ACI members and through volunteer committees composed of both members and non-members.

The committees, as well as ACI as a whole, operate under a consensus format, which assures all participants the right to have their views considered. Committee activities include the development of building codes and specifications; analysis of research and development results; presentation of construction and repair techniques; and education.

Individuals interested in the activities of ACI are encouraged to become a member. There are no educational or employment requirements. ACI’s membership is composed of engineers, architects, scientists, contractors, educators, and representatives from a variety of companies and organizations.

Members are encouraged to participate in committee activities that relate to their specific areas of interest. For more information, contact ACI.

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