Transcription of 117-R90 Commentary on Standard Specifications …
{{id}} {{{paragraph}}}
Example: bachelor of science
117-R90 Commentary on Standard Specifications …
*Chairman during initial developement of this documentCopyright 1990, 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. ACI Committee Reports, Guides, Standard Practices, andCommentaries are intended for guidance in planning, design-ing, executing, or inspecting construction and in preparingspecifications.
TOLERANCES. 117R-5. 2.5— Concrete 2.5.1 Where the specification has specified slump as a maximum, the project specifications should provide for the
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document:
Related search queries
Masonry Standards Section 3.1 Commentary, Masonry Standards Commentary Section 3, Masonry Standards, REFERENCE STANDARD RS-10, Reference Standard, STANDARDS, Masonry, Code of Practice, 1 Section 1, 3 Commentary 3, SEISMIC DESIGN GUIDE FOR MASONRY, SEISMIC DESIGN GUIDE FOR MASONRY BUILDINGS, Building & Construction Industry Guide Australian, Building & Construction Industry Guide Australian Standards, A consistent approach to finishes, 1 A consistent approach to finishes, The following building code requirements are, Chapter SPS 321, Wisconsin