Aci 211.1-91 Standard Practice For Selecting Proportions For Normal, Heavyweight, And Mass Concrete 4u6m6

ACI 211.1-91

This document has been approved for use by agencies of the Department of Defense and for listing in the DaD Index of Specifications and Standards.

(Reapproved

2002)

Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete (ACI 211.1-91) Reported by ACI Committee 211 Jack R. Prestrera, Secretary

Donald E. Dixon, Chairman

George R. U. Burgt Chairman, Subcommittee

Gary R. Masst Chairman David A. Crocker Luis H. Diaz Donald E. Dixont Calvin L. Dodl Thomas A. Fox George W. Hollon Tarif M. Jaber Stephen M. Lane Stanley H. Lee

Edward A. Abdun-Nurt William L. Barringert Stanley G. Barton Leonard W. Bellt James E. Bennett, Jr. J. Floyd Best Ramon L. Carrasquil10 Jame. E. Cookt Russell A. Cook

Richard C. Meiningert James E. Olive non James S. Pierce Sandor Popovics Steven A',Ragan Jere H. Reset Donald L. Schlegel James M. Shilstone, Sr. Paul R. Stodola

Describes, with examples, two methods for selecting and adjusting proportions for normal weight concrete, both with and without chemical ixtures, pazzolanic, and slag materials. One method is based on an estimated weight of the concrete per unit volume; the other is based on cakulations of the absolute volume occupied by the concrete ingredients. The procedures take into consideration the requirements for placeability, consistency, strength, and durability. Example cakulations are shown for both methods, including adjustments based on the characteristics of the first trial batch. The proportioning of heavyweight concrete for such purposes as radiation shielding and bridge counterweight structures is described in an appendix. This appendix uses the absolute volume method, which is generally accepted and is more convenient for heavyweight concrete. There is also an appendix that provides information on the proportioning of mass concrete. The absolute volume method is used because of its general acceptance.

A

George B. Southworth Alfred B. Spamer Paul R. Stodola Michael A. Taylor Stanely J. Vigalitte William H. Voelker Jack W. Weber" Dean J. White II Milton H. Willis, Jr. Francis C. 'Nilson Robert Yuan

Mark A. Mearing Richard C. Meininger" Richard W. Narva Leo P. Nicholson James E. Olivenon James S. Pierce Sandor Popovics" Steven A. Ragan Harry C. Robinson Jere H. Rose" James A. Scherocman James M. Shilstone"

David A. Crocker Kenneth W. Day Calvin L. Dodl Thomas A. Fox Donald A. Graham George W. Hollon William W. Hotaling, Jr. Robert S. Jenkins Paul K1ieger Frank J. Lahm Slantey H. Lee Gary R. Mass"

Edward A. Abdun-Nur" Stanley G. Barton Leonard W. Bell" Stanley J. BIas, Jr. Ramon L. Carrasquillo Peggy M. Carrasquillo Alan C. Carter Martyn T. Conrey James E. Cook Russel A. Cook" William A. Cordon Wayne J. Costa

George R. U. Burg," Chairman, Subcommittee

A

William S. Sypher Ava Szypula Jimmie L. Thompsont Stanley J. Virgalitte Woodward L. Vogt Jack W. Weber Dean J. White, III Marshall S. Williams John R. Wilsont

Chapter 4-Effects of chemical ixtures, pozzolanlc, and other materials on concrete proportions, p.211.1-4

andallresponsibilityforthe statedprinciples.TheInstituteshallnO!be liableforanylossor

• of Subcomminee A who prepared Ihis standard. The committee acknowledges tbe significant coolribution of William L. Barringer to tbe work of4be subcomminee. t of Subcomminee A wbo prepared tbe 1991 revision. This standard supersedes ACI 211.1-89. It was revised by the Expedited Standardization procedure, effective Nov. 1. 1991. This revisionincorporates provisions related 10 tbe use of tbe mineral ixture silica fume in conaele. Chapler 4 bas been expanded to caver in detail the effects of the use of silica fume on tbe proportions of conaele mixtures. Editorial cbanges bave also been made in Chapters 2 through 4, and Chapters 6 through 8. Copyright
~~~e~i'm

or mechanical device. printed. written. or oraL or recording for sound or visual

Kt)'WOI'd.:absOJptioo; ixtures; aggregates; blast·furnace slag; cemeotitious materials; cooaele durability; .on ••.•t•• ; consistency; durability; exposure; fine aggregates;flyasb; beavyweightaggregates; he• .,....,ight.on ••.•t•• ; m•••• on••.•t.; mix proportioning; pouolans; quality control; radiation shielding; silica fume; slump tests; volume; water-cement

ratio: water-cementitious

ratio; workability.

ACICommitteeReports.Guides.SundardPractices.andCommentariesareintendedfor guidance

in planning,

deg,

executing,

and inspecting

construction.

This document

is

inlendedfOrlheuse of individualswhoare compelent 10 evalualethe significanceand limitations of its content and recommendations and who win accept responsibility for the application of the material it contains. The American Concrete Institute disclaims any ~~J~~inent

shall nol be made in contract documenl';.

If items found in

thisdocumenlaredesiredbythe Architecl/Engineer tobe a partof thecontractdocuments.

reproduction or for use in any knowledge or retrieval system or devioe. unless

they shall be restated

permission in writing is obtained from the copyright proprietors.

in mandatory

language

for incorporation

by the ArchitectlEngineer.