Transcription of 211.2-98 Standard Practice for Selecting …
{{id}} {{{paragraph}}}
ACI supersedes ACI and became effective March 1, 1998, 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. Practice for Selecting Proportions for Structural Lightweight concrete (ACI ) Reported by ACI Committee 211 Jay R. PresteraSecretaryMichael BoyleChairmanDavid A. CrockerChairman, Subcommittee BEdward A. Abdun-NurStanley G. Barton*Leonard W. BellGeorge R.
SELECTING PROPORTIONS FOR STRUCTURAL LIGHTWEIGHT CONCRETE 211.2-3 Most concrete mixture proportions are reported with ag-gregates in either saturated, surface-dry (SSD) condition or
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document:
{{id}} {{{paragraph}}}
SPLICES, DEVELOPMENT & STANDARD HOOKS, CONCRETE, 90 Standard Specifications for Tolerances for, Standard Specifications for Tolerances for Concrete, SECTION 03740 CONCRETE REPAIR CRACK, SECTION 03740 CONCRETE REPAIR CRACK INJECTION, STANDARD CONCRETE SPECIFICATIONS, Standard, Standard Concrete Masonry Spec, Standard Concrete, EUROPEAN SPECIFICATION for, Standard specifications