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ASTM C1116-02

(Specification)

Standard Specification for Fiber-Reinforced Concrete and Shotcrete

Standard Specification for Fiber-Reinforced Concrete and Shotcrete

SCOPE
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 inch-pound units are to be regarded as 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.

General Information

Status
Historical
Publication Date
09-Jan-2002
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C09 - Concrete and Concrete Aggregates
Drafting Committee
C09.42 - Fiber-Reinforced Concrete
Current Stage
Ref Project

Relations

Replaces
ASTM C1116-00 - Standard Specification for Fiber-Reinforced Concrete and Shotcrete
Effective Date
10-Jan-2002
Replaced By
ASTM C1116-03 - Standard Specification for Fiber-Reinforced Concrete and Shotcrete
Effective Date
10-Jul-2003
Referred By
ASTM F2480-18 - Standard Guide for In-ground Concrete Skatepark
Effective Date
10-Jan-2002
Referred By
ASTM D7357-07(2019) - Standard Specification for Cellulose Fibers for Fiber-Reinforced Concrete
Effective Date
10-Jan-2002
Referred By
ASTM F1090-15 - Standard Classification for Bank and Mercantile Vault Construction
Effective Date
10-Jan-2002

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ASTM C1116-02 - Standard Specification for Fiber-Reinforced Concrete and ShotcreteASTM C1116-02 - Standard Specification for Fiber-Reinforced Concrete and Shotcrete
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ASTM C1116-02 - Standard Specification for Fiber-Reinforced Concrete and Shotcrete
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Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1116 – 02
Standard Specification for
1
Fiber-Reinforced Concrete and Shotcrete
This standard is issued under the fixed designation C 1116; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C 42/C 42M Test Method for Obtaining and Testing Drilled
3
Cores and Sawed Beams of Concrete
1.1 This specification covers all forms of fiber-reinforced
C 78 Test Method for Flexural Strength of Concrete (Using
concrete that are delivered to a purchaser with the ingredients
3
Simple Beam with Third-Point Loading)
uniformly mixed, and that can be sampled and tested at the
3
C 94/C 94M Specification for Ready-Mixed Concrete
point of delivery. It does not cover the placement, consolida-
C 109/C 109M Test Method for Compressive Strength of
tion, curing, or protection of the fiber-reinforced concrete after
Hydraulic Cement Mortars (Using 2-in. or 50-mm Cube
delivery to the purchaser.
4
Specimens)
1.2 Certain sections of this specification are also applicable
C 138/C 138M Test Method for Density (Unit Weight),
to fiber-reinforced concrete intended for shotcreting by the
3
Yield, and Air Content (Gravimetric) of Concrete
dry-mix process when sampling and testing of concrete is
C 143/C 143M Test Method for Slump of Hydraulic Ce-
possible only at the point of placement. In this case, the
3
ment Concrete
sections dealing with batching plant, mixing equipment, mix-
4
C 150 Specification for Portland Cement
ing and delivery, and measurement of workability and air
3
C 172 Practice for Sampling Freshly Mixed Concrete
content, are not applicable.
C 173 Test Method for Air Content of Freshly Mixed
1.3 This specification does not cover thin-section glass
3
Concrete by the Volumetric Method
fiber-reinforced concrete manufactured by the spray-up process
C 191 Test Method for Time of Setting of Hydraulic Ce-
that is under the jurisdiction of ASTM Subcommittee C27.40.
4
ment by Vicat Needle
1.4 The values stated in inch-pound units are to be regarded
C 192 Practice for Making and Curing Concrete Test Speci-
as the standard.
3
mens in the Laboratory
1.5 The following precautionary statement pertains only to
C 231 Test Method for Air Content of Freshly Mixed
the test method portion, Sections 15 and 18, of this specifica-
3
Concrete by the Pressure Method
tion: This standard does not purport to address all of the safety
C 260 Specification for Air-Entraining Admixtures for Con-
concerns, if any, associated with its use. It is the responsibility
3
crete
of the user of this standard to establish appropriate safety and
C 330 Specification for Lightweight Aggregates for Struc-
health practices and determine the applicability of regulatory
3
tural Concrete
limitations prior to use.
C 387 Specification for Packaged, Dry, Combined Materials
3
2. Referenced Documents for Mortar and Concrete
C 494/C 494M Specification for Chemical Admixtures for
2.1 ASTM Standards:
3
Concrete
A 820 Specification for Steel Fibers for Fiber-Reinforced
2
C 567 Test Method for Determining Density of Structural
Concrete
3
Lightweight Concrete
C 31 Practice for Making and Curing Concrete Test Speci-
4
3
C 595 Specification for Blended Hydraulic Cements
mens in the Field
3
C 618 Specification for Coal Fly Ash and Raw or Calcined
C 33 Specification for Concrete Aggregates
Natural Pozzolan for Use as a Mineral Admixture in
C 39/C 39M Test Method for Strength of Cylindrical Con-
3
3
Concrete
crete Specimens
C 637 Specification for Aggregates for Radiation-Shielding
3
Concrete
1
This specification is under the jurisdiction of ASTM Committee C09 on
C 666 Test Method for Resistance of Concrete to Rapid
3
Concrete and Concrete Aggregatesand is the direct responsibility of Subcommittee
Freezing and Thawing
C09.42 on Fiber-Reinforced Concrete.
C 684 Test Method for Making, Accelerated Curing, and
Current edition approved Jan. 10, 2002. Published March 2002. Originally
published as C 1116 – 89. Last previous edition C 1116 – 00.
2
Annual Book of ASTM Standards, Vol 01.04.
3 4
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 04.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C 1116
3
Testing of Concrete Compression Test Specimens performance of a fiber-reinforced concret
...

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4.1 This practice provides for using an unbonded capping system in testing hardened concrete cylinders made in accordance with Practices C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M in lieu of the capping systems described in Practice C617/C617M.  
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ABSTRACT
This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. A concrete cylinder mold assembly consisting of a mold and a tubular support member is fastened within the concrete formwork prior to placement of the concrete. The elevation of the mold upper edge is adjusted to correspond to the plane of the finished slab surface. The mold support prevents direct contact of the slab concrete with the outside of the mold and permits its easy removal from the hardened concrete. Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection. Consolidation of concrete in the mold may be varied to simulate the conditions of placement. Internal vibration of concrete in the mold is prohibited except under special circumstances.
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3.1 This practice describes procedures for providing plane surfaces on the ends of freshly molded concrete cylinders, hardened cylinders, or drilled concrete cores when the end surfaces do not conform with the planeness and perpendicularity requirements of applicable standards. Practice C1231/C1231M describes alternative procedures using unbonded caps or pad caps.
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1.1 This practice covers apparatus, materials, and procedures for capping freshly molded concrete cylinders with neat cement and hardened cylinders and drilled concrete cores with high-strength gypsum paste or sulfur mortar.  
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SIGNIFICANCE AND USE
5.1 This test method provides a procedure to determine the passing ability of self-consolidating concrete. This test method is applicable for laboratory use in comparing the passing ability of different concrete mixtures. It is also applicable in the field as a quality control test.  
5.2 The difference between the slump flow and J-Ring flow is an indication of the passing ability of the concrete. A difference less than 25 mm [1 in.] indicates good passing ability and a difference greater than 50 mm [2 in.] indicates poor passing ability. The orientation of the mold for the J-Ring test and for the slump flow test without the J-Ring shall be the same.  
5.3 This test method is limited to self-consolidating concrete with nominal maximum size of aggregate of up to 25 mm [1 in.].
SCOPE
1.1 This test method covers determination of the passing ability of self-consolidating concrete (SCC) by using the J-Ring in combination with a mold.  
1.2 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.  
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ASTM C173/C173M-23(Test Method)
Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

SIGNIFICANCE AND USE
4.1 This test method covers the determination of the air content of freshly mixed concrete. It measures the air contained in the mortar fraction of the concrete, but is not affected by air that may be present inside porous aggregate particles.  
4.1.1 Therefore, this is the appropriate test to determine the air content of concretes containing lightweight aggregates, air-cooled slag, and highly porous or vesicular natural aggregates.  
4.2 This test method requires the addition of sufficient isopropyl alcohol, when the meter is initially being filled with water, so that after the first or subsequent rollings little or no foam collects in the neck of the top section of the meter. If more foam is present than that equivalent to 2 % air above the water level, the test is declared invalid and must be repeated using a larger quantity of alcohol. Addition of alcohol to dispel foam any time after the initial filling of the meter to the zero mark is not permitted.  
4.3 The air content of hardened concrete may be either higher or lower than that determined by this test method. This depends upon the methods and amounts of consolidation effort applied to the concrete from which the hardened concrete specimen is taken; uniformity and stability of the air bubbles in the fresh and hardened concrete; accuracy of the microscopic examination, if used; time of comparison; environmental exposure; stage in the delivery, placement and consolidation processes at which the air content of the unhardened concrete is determined, that is, before or after the concrete goes through a pump; and other factors.
SCOPE
1.1 This test method covers determination of the air content of freshly mixed concrete containing any type of aggregate, whether it be dense, cellular, or lightweight.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. 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.  
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1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
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ASTM C138/C138M-23(Test Method)
Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ABSTRACT
This test method covers determination of the density of freshly mixed concrete and gives formulas for calculating the unit weight, yield or relative yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials. The test method shall use the following apparatuses: balance or scale; tamping rod, which is a round straight steel rod having the tamping end rounded to a hemispherical tip; internal vibrator which may have rigid of flexible shafts, preferably powered by electric motors; measure, which is a cylindrical container made of steel or other suitable metal specified herein; strike-off plate; mallet; and scoop of a size large enough so each amount of concrete obtained from the sampling receptacle is representative and small enough so it is not spilled during placement in the measure.
SCOPE
1.1 This test method covers determination of the density (see Note 1) of freshly mixed concrete and gives formulas for calculating the yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials.  
1.2 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.
Note 1: Unit weight was the previous terminology used to describe the property determined by this test method, which is mass per unit volume.  
1.3 The text of this test method refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard.  
1.4 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.(Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
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  • Standard
    6 pages
    English language
    sale 15% off