Transcription of Specifications for Structural Concrete
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Specifications for Structural Concrete
ACI 301M-05 supersedes ACI 301M-99 and became effective October 17, 2005, 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 reproductionor for use in any knowledge or retrieval system or device, unless permission in writingis obtained from the copyright proprietors. 301M-1 Specifications for Structural ConcreteAn ACI StandardReported by ACI Committee 301 ACI 301M-05 This specification is a Reference Specification that the Engineer or Archi-tect can make applicable to any construction project by citing it in theProject Specifications . The Architect/Engineer supplements the provisionsof this Reference Specification as needed by designating or specifying indi-vidual project document covers materials and proportioning of Concrete ; reinforc-ing and prestressing steels; production, placing, finishing, and curing ofconcrete; and formwork design and construction.
• Tilt-up concrete construction. 1.2—Definitions acceptable or accepted—acceptable to or accepted by the Architect/Engineer. ACI Concrete Field Testing Technician Grade 1—a person who has demonstrated knowledge and ability to perform and record the results of ASTM standard tests on freshly mixed concrete and to make and cure test specimens.
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