Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer

SCOPE
1.1 This practice covers molding cylindrical test specimens from concrete when the standard procedures of rodding and internal vibration, as described in Practice C 31/C 31M and Practice C 1176, are not practicable. This practice is applicable to freshly-mixed concrete, prepared in the laboratory and the field.
1.2 Freshly-mixed concrete is molded in cylindrical molds using an electric vibrating hammer equipped with a shaft and circular plate.
1.3 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents, therefore, each system must be used independently of each other without combining in any way.
1.4 The text of this practice references notes and footnotes, which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this practice.
1.5  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.

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ASTM C1435/C1435M-07 - Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:C1435/C1435M–07
Standard Practice for
Molding Roller-Compacted Concrete in Cylinder Molds
1
Using a Vibrating Hammer
This standard is issued under the fixed designation C 1435/C 1435M; 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.
1. Scope* crete Test Cylinders Vertically
C 496/C 496M Test Method for Splitting Tensile Strength
1.1 This practice covers molding cylindrical test specimens
of Cylindrical Concrete Specimens
from concrete when the standard procedures of rodding and
C 1170 Test Method for Determining Consistency and Den-
internal vibration, as described in Practice C 31/C 31M and
sity of Roller-Compacted Concrete Using a Vibrating
Practice C 1176, are not practicable. This practice is applicable
Table
to freshly-mixed concrete, prepared in the laboratory and the
C 1176 Practice for Making Roller-Compacted Concrete in
field.
Cylinder Molds Using a Vibrating Table
1.2 Freshly-mixed concrete is molded in cylindrical molds
2.2 ACI Documents:
using an electric vibrating hammer equipped with a shaft and
3
207.5R Report on Roller-Compacted Concrete
circular plate.
211.3 Practice for Selecting Proportions for No-Slump Con-
1.3 The values stated in either inch-pound units or SI units
3
crete
are to be regarded separately as standard. Within the text, the
inch-pound units are shown in brackets. The values stated in
3. Summary of Practice
each system may not be exact equivalents, therefore, each
3.1 This practice describes molding cylindrical concrete test
system must be used independently of each other without
specimens using a vibrating hammer. Test specimens are
combining in any way.
molded vertically in cylindrical molds by compacting the stiff
1.4 The text of this practice references notes and footnotes,
to very dry concrete mixture in four lifts using a vibrating
which provide explanatory material. These notes and footnotes
hammer.
(excluding those in tables and figures) shall not be considered
as requirements of this practice.
4. Significance and Use
1.5 This standard does not purport to address all of the
4.1 This practice, intended for use in testing roller-
safety concerns, if any, associated with its use. It is the
compactedconcrete,maybeapplicabletotestingothertypesof
responsibility of the user of this standard to establish appro-
cementitiousmaterialsuchascoarse-grained,soil-cement.This
priate safety and health practices and determine the applica-
practice provides standardized requirements for molding stiff
bility of regulatory limitations prior to use.
to very dry consistency concrete mixtures commonly used in
roller compacted concrete construction. This practice is used
2. Referenced Documents
2
instead of rodding or internal vibration, which cannot properly
2.1 ASTM Standards:
consolidate concrete of this consistency (Note 1).
C 31/C 31M Practice for Making and Curing Concrete Test
Specimens in the Field
NOTE 1—Further description of roller compacted concrete consistency
C 39/C 39M Test Method for Compressive Strength of Cy- is given in ACI 207.5R and 211.3. The consistency of concrete using a
vibrating table may be determined in accordance with Test Methods
lindrical Concrete Specimens
C 1170.
C 172 Practice for Sampling Freshly Mixed Concrete
C 470/C 470M Specification for Molds for Forming Con- 4.2 This practice is used to mold cylindrical test specimens
commonly used for testing compressive or tensile strength of
concrete. Specimens tested for compressive strength and split-
1
This practice is under the jurisdiction of Committee C09 on Concrete and
ting tensile strength shall be in accordance with Test Methods
Concrete Aggregates and are the direct responsibility of Subcommittee C09.45 on
C 39/C 39M and C 496/C 496M, respectively. Test specimens
Roller-Compacted Concrete.
Current edition approved Nov. 1, 2007. Published December 2007. Originally also may be used to determine density of fresh concrete.
approved in 1999. Last previous edition approved in 2006 as C 1435/C 1435M – 06.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on ACI Manual of Concrete Practice, Part 1, Materials and General Properties of
the ASTM website. Concrete, American Concrete Institute, Farmington Hills, MI.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:C1435/C1435M–06 Designation:C1435/C1435M–07
Standard Practice for
Molding Roller-Compacted Concrete in Cylinder Molds
1
Using a Vibrating Hammer
This standard is issued under the fixed designation C 1435/C 1435M; 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.
1. Scope*
1.1 This practice covers molding cylindrical test specimens from concrete when the standard procedures of rodding and internal
vibration, as described in Practice C 31/C 31M and Practice C 1176, are not practicable. This practice is applicable to
freshly-mixed concrete, prepared in the laboratory and the field.
1.2 Freshly-mixedconcreteismoldedincylindricalmoldsusinganelectricvibratinghammerequippedwithashaftandcircular
plate.
1.3 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the
inch-poundunitsareshowninbrackets.Thevaluesstatedineachsystemmaynotbeexactequivalents,therefore,eachsystemmust
be used independently of each other without combining in any way.
1.4 The text of this practice references notes and footnotes, which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of this practice.
1.5 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C 31/C 31M Practice for Making and Curing Concrete Test Specimens in the Field
C 39/C 39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C 172 Practice for Sampling Freshly Mixed Concrete
C 470/C 470M Specification for Molds for Forming Concrete Test Cylinders Vertically
C 496/C 496M Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens
C 1170 Test Method for Determining Consistency and Density of Roller-Compacted Concrete Using a Vibrating Table
C 1176 Practice for Making Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Table
2.2 ACI Documents:
3
207.5R Report on Roller-Compacted Concrete
3
211.3 Practice for Selecting Proportions for No-Slump Concrete
3. Summary of Practice
3.1 This practice describes molding cylindrical concrete test specimens using a vibrating hammer. Test specimens are molded
vertically in cylindrical molds by compacting the stiff to very dry concrete mixture in four lifts using a vibrating hammer.
4. Significance and Use
4.1 This practice, intended for use in testing roller-compacted concrete, may be applicable to testing other types of cementitious
material such as coarse-grained, soil-cement. This practice provides standardized requirements for molding stiff to very dry
consistency concrete mixtures commonly used in roller compacted concrete construction. This practice is used instead of rodding
or internal vibration, which cannot properly consolidate concrete of this consistency (Note 1).
1
This practice is under the jurisdiction of Committee C09 on Concrete and Concrete Aggregates and are the direct responsibility of Subcommittee C09.45on
Roller-Compacted Concrete.
Current edition approved JuneNov. 1, 2006.2007. Published June 2006.December 2007. Originally approved in 1999. Last previous edition approved in 20052006 as
C 1435/C 1435M – 056.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
ACI Manual of Concrete Practice, Part 1, Materials and General Properties of Concrete, American Concrete Institute, Farmington Hills, MI.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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C1435/C1435M–07
NOTE 1—Further description of roller compacted concrete consistency is given inACI 207.5R and 211.3.The consistency of concrete using a vibrating
table may be determined in accordance with Test Methods C 1170.
4.2 This practice is used to mo
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