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ACI - ACI SP-2 - ACI MANUAL OF CONCRETE INSPECTION - TENTH EDITION; INCLUDES ERRTA: JUNE 24, 2016 Organization: ACI
Date: 2007-01-01
Description: The need to cover new issues affecting inspection is the reason ACI Committee 311 continues to revise the ACI Manual of Concrete Inspection. In preparing this edition of the manual, as with previous editions, the committee’s task was to interpret the policies set forth by other authorized bodies rather than to make policy on construction practices.
ACI - ACI 355.4M - QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE (ACI 355.4M-11) AND COMMENTARY Organization: ACI
Date: 2011-09-01
Description: In particular, the sensitivity of adhesive anchors to variations in installation and service-condition parameters (such as hole cleaning, installation orientation, and cracked concrete characteristics) may vary widely from each system. ACI 318M addresses this situation by matching capacity reduction factors to anchor performance categories that are, in turn, established through a series of reliability tests.
ACI - ACI 332 - RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 332-10) AND COMMENTARY Organization: ACI
Date: 2014-02-01
Description: Where the scope of this code and the scope of ACI 318 coincide, design in accordance with ACI 318 shall be permitted for all buildings and structures, and all parts thereof, within the scope of this code.
ACI - ACI 355.4 - QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE (ACI 355.4) AND COMMENTARY Organization: ACI
Date: 2011-08-01
Description: In particular, the sensitivity of adhesive anchors to variations in installation and service-condition parameters (such as hole cleaning, installation orientation, and cracked concrete characteristics) may vary widely from each system. ACI 318 addresses this situation by matching capacity reduction factors to anchor performance categories that are, in turn, established through a series of reliability tests.
ACI - ACI 350.3/350.3R - SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE STRUCTURES (ACI 350.3-01) AND COMMENTARY (ACI 350.3R-01) Organization: ACI
Date: 2001-12-11
Description: These procedures shall be used in accordance with Chapter 21 of ACI 350-01. 
ACI - ACI 349 - CODE REQUIREMENTS FOR NUCLEAR SAFETY-RELATED CONCRETE STRUCTURES (ACI 349-13) AND COMMENTARY - INCORPORATING ERRATA: 06/23/2016 Organization: ACI
Date: 2013-01-01
Description: Intentionally left blank. Concrete on steel deck Same as ACI 318-08. This Code does not govern the design of structural concrete slabs cast on stay-in-place, composite steel form deck.
ACI - ACI 350M - CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES (ACI 350M-06) AND COMMENTARY - INCORPORATING ERRATA: 4/29/2015 Organization: ACI
Date: 2006-01-01
Description: In part, this can be accomplished by reference to specific code sections in the job specifications. Other ACI publications, such as ACI 301M, "Specifications for Structural Concrete," are written specifically for use as contract documents for construction.
ACI - ACI 437.2 - CODE REQUIREMENTS FOR LOAD TESTING OF EXISTING CONCRETE STRUCTURES (ACI 437.2-13) AND COMMENTARY Organization: ACI
Date: 2013-01-01
Description: For structures being erected under the requirements of a legally adopted general building code, of which ACI 318-11 forms a part, this standard shall not replace Chapter 20 of ACI 318-11. Purpose The purpose of this code is to establish the minimum requirements for the test load magnitudes, load test procedures, and acceptance criteria applied to existing concrete structures as part of an evaluation of safety and serviceability to determine whether an existing structure requires repair and rehabilitation, to verify the adequacy of repair and rehabilitation measures applied to an existing structure, or to provide for public health and safety through structural safety and serviceability.
ACI - ACI 437.2M - CODE REQUIREMENTS FOR LOAD TESTING OF EXISTING CONCRETE STRUCTURES (ACI 437.2M-13) AND COMMENTARY Organization: ACI
Date: 2013-01-01
Description: For structures being erected under the requirements of a legally adopted general building code, of which ACI 318-11 forms a part, this standard shall not replace Chapter 20 of ACI 318-11. Purpose  The purpose of this code is to establish the minimum requirements for the test load magnitudes, load test procedures, and acceptance criteria applied to existing concrete structures as part of an evaluation of safety and serviceability to determine whether an existing structure requires repair and rehabilitation, to verify the adequacy of repair and rehabilitation measures applied to an existing structure, or to provide for public health and safety through structural safety and serviceability.
ACI - 311.1R - ACI MANUAL OF CONCRETE INSPECTION - NINTH EDITION; SYNOPSIS ONLY Organization: ACI
Date: 1999-01-01
ACI - ACI SP-212 - SIXTH CANMET/ACI: DURABILITY OF CONCRETE - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: ACI
Date: 2003-01-01
ACI - ACI SP-261 - 10TH ACI INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN CONCRETE TECHNOLOGY AND SUSTAINABILITY ISSUES - TO PURCHASE CALL 1-800-854-7179 USA/CANADA OR 303-397-7956 WORLDWIDE Organization: ACI
Date: 2009-01-01
Description: This Symposium Publication contains the proceedings from the Tenth CANMET/ACI International Conference on Recent Advances in Concrete Technology, held in Seville, Spain, in October 2009.
ACI - ACI 349/349R - CODE REQUIREMENTS FOR NUCLEAR SAFETY RELATED CONCRETE STRUCTURES / COMMENTARY ON CODE REQUIREMENTS FOR NUCLEAR SAFETY RELATED CONCRETE STRUCTURES (ACI 349R-01) Organization: ACI
Date: 2001-02-01
Description: Specifically excluded from this Code are those structures covered by "Code for Concrete Reactor Vessels and Containments," ASME Boiler and Pressure Vessel Code Section III, Division 2, and pertinent General Requirements (ACI Standard 359). This Code includes design and loading conditions that are unique to nuclear facilities including shear design under biaxial tension conditions, consideration of thermal and seismic effects, and impact and impulsive loads.
ACI - ACI 550.3M - DESIGN SPECIFICATION FOR UNBONDED POST-TENSIONED PRECAST CONCRETE SPECIAL MOMENT FRAMES SATISFYING ACI 374.1 (ACI 550.3M-13) AND COMMENTARY Organization: ACI
Date: 2013-01-01
Description: The special inspection requirements of 1.3.5 of ACI 318M-11 shall be satisfied for all precast and reinforced concrete components and systems for the special moment frames.
ACI - ACI 550.3 - DESIGN SPECIFICATION FOR UNBONDED POST-TENSIONED PRECAST CONCRETE SPECIAL MOMENT FRAMES SATISFYING ACI 374.1 (ACI 550.3-13) AND COMMENTARY Organization: ACI
Date: 2013-11-01
Description: Whereas these frames do not satisfy all of the prescriptive requirements of 21.5 through 21.7 of ACI 318-11, analyses, tests, and reporting requirements in accordance with ACI 374.1 have established dependable and predictable strength, energy dissipation, stiffness, and drift capacities for characteristic beam-column configurations of the frames described in this Standard.
ARMY - COE CRD-C 1-93 - HANDBOOK FOR CONCRETE AND CEMENT; ACI STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR STRUCTURAL LIGHTWEIGHT CONCRETE (USE ACI 211.2) Organization: ARMY
ACI - ACI 318M - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14) Organization: ACI
ACI - ACI 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI 318R-14) Organization: ACI
ACI - ACI 318/318R - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-08) AND COMMENTARY Organization: ACI
ACI - ACI 332M - RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 332M-14) AND COMMENTARY Organization: ACI

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