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ASTM C90-06

(Specification)

Standard Specification for Loadbearing Concrete Masonry Units

Standard Specification for Loadbearing Concrete Masonry Units

SCOPE
1.1 This specification covers hollow and solid (see and ) concrete masonry units made from hydraulic cement, water, and mineral aggregates with or without the inclusion of other materials. There are three classes of concrete masonry units: (1) normal weight, (2) medium weight, and (3) lightweight. These units are suitable for both loadbearing and nonloadbearing applications.
1.2 Concrete masonry units covered by this specification are made from lightweight or normal weight aggregates, or both.
1.3 The text of this specification 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 the standard.
1.4 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only. Note 1When particular features are desired such as surface textures for appearance or bond, finish, color, or particular properties such as weight classification, higher compressive strength, fire resistance, thermal performance or acoustical performance, these features should be specified separately by the purchaser. Local suppliers should be consulted as to the availability of units having the desired features.

General Information

Status
Historical
Publication Date
31-Jan-2006
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C15 - Manufactured Masonry Units
Drafting Committee
C15.03 - Concrete Masonry Units and Related Units
Current Stage
Ref Project

Relations

Replaces
ASTM C90-05a - Standard Specification for Loadbearing Concrete Masonry Units
Effective Date
01-Feb-2006
Replaced By
ASTM C90-06a - Standard Specification for Loadbearing Concrete Masonry Units
Effective Date
01-Jun-2006
Referred By
ASTM C129-22 - Standard Specification for Nonloadbearing Concrete Masonry Units
Effective Date
01-Feb-2006
Referred By
ASTM C1780-23a - Standard Practice for Installation Methods for Cement-based Adhered Masonry Veneer
Effective Date
01-Feb-2006
Referred By
ASTM C1492-22 - Standard Specification for Concrete Roof Tile
Effective Date
01-Feb-2006
Referred By
ASTM F2956-22 - Standard Test Methods for Anchor Systems Used for Detention Hollow Metal Systems
Effective Date
01-Feb-2006
Referred By
ASTM C744-21 - Standard Specification for Prefaced Concrete and Calcium Silicate Masonry Units
Effective Date
01-Feb-2006
Referred By
ASTM E2266-22 - Standard Guide for Design and Construction of Low-Rise Frame Building Wall Systems to Resist Water Intrusion
Effective Date
01-Feb-2006
Referred By
ASTM C946-23 - Standard Practice for Construction of Dry-Stacked, Surface-Bonded Walls
Effective Date
01-Feb-2006
Referred By
ASTM D7147-21 - Standard Specification for Testing and Establishing Allowable Loads of Joist Hangers
Effective Date
01-Feb-2006
Referred By
ASTM C1232-21a - Standard Terminology for Masonry
Effective Date
01-Feb-2006
Referred By
ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
01-Feb-2006
Referred By
ASTM C1283-15(2021) - Standard Practice for Installing Clay Flue Lining
Effective Date
01-Feb-2006

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ASTM C90-06 - Standard Specification for Loadbearing Concrete Masonry UnitsASTM C90-06 - Standard Specification for Loadbearing Concrete Masonry Units
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ASTM C90-06 - Standard Specification for Loadbearing Concrete Masonry Units
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Standards Content (Sample)

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: C 90 – 06
Standard Specification for
1
Loadbearing Concrete Masonry Units
ThisstandardisissuedunderthefixeddesignationC 90;thenumberimmediatelyfollowingthedesignationindicatestheyearoforiginal
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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 426 Test Method for Linear Drying Shrinkage of Con-
crete Masonry Units
1.1 This specification covers hollow and solid (see 5.3 and
C 595 Specification for Blended Hydraulic Cements
5.4) concrete masonry units made from hydraulic cement,
C 618 Specification for Coal Fly Ash and Raw or Calcined
water, and mineral aggregates with or without the inclusion of
Natural Pozzolan for Use in Concrete
other materials. There are three classes of concrete masonry
C 989 Specification for Ground Granulated Blast-Furnace
units: (1) normal weight, (2) medium weight, and (3) light-
Slag for Use in Concrete and Mortars
weight. These units are suitable for both loadbearing and
C 1157 Performance Specification for Hydraulic Cement
nonloadbearing applications.
C 1209 Terminology of Concrete Masonry Units and Re-
1.2 Concretemasonryunitscoveredbythisspecificationare
lated Units
made from lightweight or normal weight aggregates, or both.
C 1232 Terminology of Masonry
1.3 The text of this specification references notes and
C 1314 Test Method for Compressive Strength of Masonry
footnotes which provide explanatory material. These notes and
Prisms
footnotes (excluding those in tables and figures) shall not be
E 519 Test Method for Diagonal Tension (Shear) in Ma-
considered as requirements of the standard.
sonry Assemblages
1.4 The values stated in inch-pound units are to be regarded
E72 Test Methods of Conducting Strength Tests of Panels
as the standard. The values given in parentheses are for
for Building Construction
information only.
NOTE 1—When particular features are desired such as surface textures 3. Terminology
for appearance or bond, finish, color, or particular properties such as
3.1 Terminology defined in Terminology C 1209 and Ter-
weight classification, higher compressive strength, fire resistance, thermal
minology C 1232 shall apply for this specification.
performance or acoustical performance, these features should be specified
separately by the purchaser. Local suppliers should be consulted as to the
4. Materials
availability of units having the desired features.
4.1 Cementitious Materials—Materials shall conform to the
2. Referenced Documents
following applicable specifications:
2
2.1 ASTM Standards: 4.1.1 Portland Cement—Specification C 150.
4.1.2 Modified Portland Cement—Portland cement con-
C33 Specification for Concrete Aggregates
C 140 Test Methods for Sampling and Testing Concrete forming to Specification C 150, modified as follows:
(1) Limestone—If calcium carbonate is added to the
Masonry Units and Related Units
C 150 Specification for Portland Cement cement, the CaCO content shall not be less than 85 %.
3
(2) Limitation on Insoluble Residue—1.5 %.
C 331 Specification for Lightweight Aggregates for Con-
crete Masonry Units (3) Limitation on Air Content of Mortar—Volume percent,
22 % max.
(4) Limitation on Loss on Ignition—7 %.
4.1.3 Blended Hydraulic Cements—Specification C 595.
1
This specification is under the jurisdiction of ASTM Committee C15 on
4.1.4 Hydraulic Cement—Specification C 1157.
Manufactured Masonry Units and is the direct responsibility of Subcommittee
4.1.5 Pozzolans—Specification C 618.
C15.03 on Concrete Masonry Units and Related Units.
4.1.6 Blast Furnace Slag Cement—Specification C 989.
Current edition approved Feb. 15, 2006. Published February 2006. Originally
approved in 1931. Last previous edition approved in 2005 as C 90–05a.
4.2 Aggregates—Aggregates shall conform to the following
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
specifications, except that grading requirements shall not
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
necessarily apply:
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 4.2.1 Normal Weight Aggregates—SpecificationC33.
*ASummary 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

---------------------- Page: 1 ----------------------
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.
C90–06
4.2.2 Lightweight Aggregates—Specification C 331. 5.5 End Flanges:
4.3 Other Constituents—Air
...

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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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1.1 This practice covers requirements for a capping system using unbonded caps for testing concrete cylinders molded in accordance with Practice C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M. Unbonded neoprene caps of a defined hardness are permitted to be used for testing for a specified maximum number of reuses without qualification testing up to a certain concrete compressive strength level. Above that strength, level neoprene caps will require qualification testing. Qualification testing is required for all elastomeric materials other than neoprene regardless of the concrete strength.  
1.2 Unbonded caps are not to be used for acceptance testing of concrete with compressive strength below 10 MPa [1500 psi ] or above 80 MPa [12 000 psi].  
1.3 The text of this standard 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 the standard.  
1.4 Units—The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. Combining values from the two systems may result in non-conformance with the standard.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—Concrete specimens tested with unbonded caps rupture more violently than comparable specimens tested with bonded caps. The safety precautions given in the Manual of Aggregate and Concrete Testing are recommended.2)  
1.6 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.

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ASTM C873/C873M-23(Test Method)
Standard Test Method for Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds

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.
SIGNIFICANCE AND USE
4.1 Cast-in-place cylinder strength relates to the strength of concrete in the structure due to the similarity of curing conditions because the cylinder is cured within the slab. However, due to differences in moisture condition, degree of consolidation, specimen size, and length-diameter ratio, there is not a unique relationship between the strength of cast-in-place cylinders and cores of the same age. When cores can be drilled undamaged and tested in the same moisture condition as the cast-in-place cylinders, the strength of the cylinders can be expected to be on average 10 % higher than the cores at ages up to 91 days for specimens of the same size and length-diameter ratio.4  
4.2 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.
SCOPE
1.1 This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. This test method is limited to use in slabs where the depth of concrete is from 125 mm to 300 mm [5 in. to 12 in.].  
1.2 The text of this standard 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 the standard.  
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