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301-10 Specifications for Structural Concrete

ACI 301-10 Reported by ACI Committee 301 Specifications for Structural ConcreteAn ACI StandardSpecifications for Structural ConcreteFirst PrintingDecember 2010 ISBN 978-0-87031-403-2 American Concrete Institute Advancing Concrete knowledgeCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This materialmay not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or otherdistribution and storage media, without the written consent of technical committees responsible for ACI committee reports and standards strive to avoid ambiguities,omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionallyfind information or requirements that may be subject to more than one interpretation or may beincomplete or incorrect.

acceptance of concrete as well as acceptance of the structures are included. The remaining sections are devoted to architectural concrete, lightweight concrete, mass concrete, post-tensioned concrete, shrinkage-compensating concrete, industrial floor slabs, tilt-up construction, precast structural concrete, and precast architectural concrete.

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Transcription of 301-10 Specifications for Structural Concrete

1 ACI 301-10 Reported by ACI Committee 301 Specifications for Structural ConcreteAn ACI StandardSpecifications for Structural ConcreteFirst PrintingDecember 2010 ISBN 978-0-87031-403-2 American Concrete Institute Advancing Concrete knowledgeCopyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This materialmay not be reproduced or copied, in whole or part, in any printed, mechanical, electronic, film, or otherdistribution and storage media, without the written consent of technical committees responsible for ACI committee reports and standards strive to avoid ambiguities,omissions, and errors in these documents. In spite of these efforts, the users of ACI documents occasionallyfind information or requirements that may be subject to more than one interpretation or may beincomplete or incorrect.

2 Users who have suggestions for the improvement of ACI documents arerequested to contact ACI. Proper use of this document includes periodically checking for errata for the most up-to-date committee documents are intended for the use of individuals who are competent to evaluate thesignificance and limitations of its content and recommendations and who will accept responsibility for theapplication of the material it contains. Individuals who use this publication in any way assume all risk andaccept total responsibility for the application and use of this information in this publication is provided as is without warranty of any kind, either express or implied,including but not limited to, the implied warranties of merchantability, fitness for a particular purpose and its members disclaim liability for damages of any kind, including any special, indirect, incidental,or consequential damages, including without limitation, lost revenues or lost profits.

3 Which may resultfrom the use of this is the responsibility of the user of this document to establish health and safety practices appropriate tothe specific circumstances involved with its use. ACI does not make any representations with regard tohealth and safety issues and the use of this document. The user must determine the applicability of allregulatory limitations before applying the document and must comply with all applicable laws and regulations,including but not limited to, United States Occupational Safety and Health Administration (OSHA) healthand safety information: ACI documents are available in print, by download, on CD-ROM, through electronicsubscription, or reprint and may be obtained by contacting ACI standards and committee reports are gathered together in the annually revised ACI Manual ofConcrete Practice (MCP).

4 American Concrete Institute38800 Country Club DriveFarmington Hills, MI :248-848-3700 301-10 supersedes ACI 301-05, was adopted June 22, 2010, and publishedDecember 2010, American Concrete rights reserved including rights of reproduction and use in any form or by anymeans, including the making of copies by any photo process, or by electronic ormechanical device, printed, written, or oral, or recording for sound or visual reproduc-tion or for use in any knowledge or retrieval system or device, unless permission inwriting is obtained from the copyright proprietors. 1 Specifications for Structural ConcreteAn ACI StandardReported by ACI Committee 301 ACI 301-10 James Edward AndersonMarwan A. DayeKenneth C. Hover*G.

5 Michael RobinsonJon B. ArdahlMario R. DiazSteven C. JaycoxBruce A. SuprenantNicholas J. Carino*Daniel P. DorfmuellerLarry B. KrauserWahid A. TadrosRamon J. CarrasquilloBarry E. ForemanJames A. LeeScott M. Tarr*Domingo J. CarreiraSidney Freedman*Frank Stephen MalitsArthur T. Weiss, F. ChrzanowskiJohn W. GajdaTheodore L. Neff*Michael A. WhisonantSteven R. CloseDavid P. GustafsonJerry ParnesMichelle L. Wilson*James N. Cornell II*Charles S. HanskatAimee Pergalsky*Dennis M. WittryJuan Pablo CovarrubiasJerry S. HaughtHenry B. PrengerBryan T. Wood*Subcommittee Calvin McCall*ChairColin L. LoboSecretaryVoting Subcommittee MembersScott Michael AndersonRobert S. JenkinsKevin A. MacDonaldJohn R. RiesRoger J. BeckerLarry P. JornThomas O. MalerkEdward D.

6 RussellJulie K. BuffenbargerAlfred L. Kaufman, W. McKinneyGregory M. ScurtoAnthony R. DeCarlo, H. KeckAndrew S. McPhersonLarbi M. SennourDarryl E. DixonDonald P. KlineDonald F. MeinheitWilliam C. ShermanGreg K. FricksJason J. KrohnDennis W. PhillipsJoseph J. SteinbickerThomas M. GreeneLionel A. LemayRobert C. Richardson Gregory R. WagnerGardner P. Horst metric version of this document (ACI301M-10) is available at FOR Structural Concrete (ACI 301-10 )American Concrete Institute Copyrighted Material is a Reference specification that the Architect/Engineer can apply toany construction project involving Structural Concrete by citing it in theProject Specifications . Checklists are provided to assist the Architect/Engi-neer in supplementing the provisions of this Reference specification asneeded by designating or specifying individual project first five sections of this document cover general constructionrequirements for cast-in-place Structural Concrete and sections cover materials and proportioning of Concrete ; reinforce-ment and prestressing steel; production, placing, finishing, and curing ofconcrete; formwork performance criteria and construction; treatment ofjoints; embedded items; repair of surface defects; and finishing of formedand unformed surfaces.

7 Provisions governing testing, evaluation, andacceptance of Concrete as well as acceptance of the structures areincluded. The remaining sections are devoted to architectural Concrete ,lightweight Concrete , mass Concrete , post-tensioned Concrete , shrinkage-compensating Concrete , industrial floor slabs, tilt-up construction, precaststructural Concrete , and precast architectural : architectural ; cold weather; compressive strength; durability; Concrete slab; consolidation; curing; finish; formwork; grouting; hotweather; industrial floors; inspection; joints; lightweight Concrete ; massconcrete; mixture proportions; placing; precast ; post-tensioned; prestressingsteel; repair; reshoring; shoring; shrinkage-compensating; slabs-on-ground;steel reinforcement; testing; tilt-up; tolerance.

8 Welded (mandatory portion follows)Section 1 General requirements, p. Work Work not Referenced standards and cited Referenced Cited Field Standards-producing Contractor s quality Quality assurance and quality Responsibilities of Responsibilities of Owner s testing Tests on hardened Concrete in Evaluation of Concrete strength Acceptance of Concrete Field acceptance of Acceptance of Dimensional Strength of Protection of in-place Loading and support of Protection from mechanical injurySection 2 Formwork and formwork accessories, p. Performance and design Fabrication and Construction and erection of Removal of Reshoring and Strength of Concrete required for removal Field quality controlSection 3 Reinforcement and reinforcement supports, p.

9 Material storage and PlacingSection 4 Concrete mixtures, p. Quality Material storage and Performance and design Measuring, batching, and DeliverySection 5 Handling, placing, and constructing,p. Delivery, storage, and Performance and design Placement of Finishing formed Finishing unformed Sawed Curing and Repair of surface defectsSection 6 architectural Concrete , p. GeneralSPECIFICATIONS FOR Structural Concrete (ACI 301-10 )3 American Concrete Institute Copyrighted Material Quality Product delivery, storage, and Performance and design Proportioning Concrete Placement of Batching, mixing, and Conveying and Formwork Formwork Repair of tie holes and surface Curing architectural Final Final acceptance of architectural concreteSection 7 Lightweight Concrete , p.

10 Aggregate storage and Performance and design Batching and Field quality controlSection 8 Mass Concrete , p. General Curing and protectionSection 9 Post-tensioned Concrete , p. Quality Product delivery, handling, and Proportioning grout Installer Bonded tendon Unbonded tendon Tendon Concrete Tendon finishingSection 10 Shrinkage-compensating Concrete ,p. General Performance and design Isolation-joint filler Isolation CuringSection 11 Industrial floor slabs, p. General Concrete Vapor Load-transfer Joint filler Isolation-joint filler Curing Liquid surface Mineral or metallic shake surface Measuring, batching, and Concrete Finishing slab Curing and Liquid surface Joint fillingSection 12 Tilt-up construction, p.


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