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ASTM C 1116/C1116M : 2010 : REV A

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Standard Specification for Fiber-Reinforced Concrete

Available format(s)

Hardcopy , PDF

Superseded date

06-09-2023

Language(s)

English

Published date

01-12-2010

€67.30
Excluding VAT

CONTAINED IN VOL. 04.02, 2015 Describes all forms of fiber-reinforced concrete that are delivered to a purchaser with the ingredients uniformly mixed, and that can be sampled and tested at the point of delivery.

Committee
C 09
DevelopmentNote
Supersedes ASTM C 1116 (01/2007)
DocumentType
Standard
Pages
7
ProductNote
Reconfirmed EV A
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

1.1 This specification covers all forms of fiber-reinforced concrete that are delivered to a purchaser with the ingredients uniformly mixed, and that can be sampled and tested at the point of delivery. It does not cover the placement, consolidation, curing, or protection of the fiber-reinforced concrete after delivery to the purchaser.

1.2 Certain sections of this specification are also applicable to fiber-reinforced concrete intended for shotcreting by the dry-mix process when sampling and testing of concrete is possible only at the point of placement. In this case, the sections dealing with batching plant, mixing equipment, mixing and delivery, and measurement of workability and air content, are not applicable.

1.3 This specification does not cover thin-section glass fiber-reinforced concrete manufactured by the spray-up process that is under the jurisdiction of ASTM Subcommittee C27.40.

1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

1.5 The following precautionary statement pertains only to the test method portion, Sections 15 and 18, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

ACI 211.1 : 1991 SELECTING PROPORTIONS FOR NORMAL, HEAVYWEIGHT AND MASS CONCRETE
ASTM C 1436 : 2013 : REDLINE Standard Specification for Materials for Shotcrete
ASTM C 42/C 42M : 2016-10 TEST METHOD FOR OBTAINING AND TESTING DRILLED CORES AND SAWED BEAMS OF CONCRETE
ASTM C 1077 : 2017 : REDLINE Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation
ASTM C 192/C192M : 2016-04 PRACTICE FOR MAKING AND CURING CONCRETE TEST SPECIMENS IN THE LABORATORY
ASTM C 666/C666M : 2015 : REDLINE Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing
ASTM C 173/C173M : 2016 : REDLINE Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
ACI 211.2 : 1998 SELECTING PROPORTIONS FOR STRUCTURAL LIGHTWEIGHT CONCRETE
ACI 506.2 : 2013 SPECIFICATION FOR SHOTCRETE

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