Standard Specification for Solid Concrete Interlocking Paving Units

ABSTRACT
This specification is intended for interlocking concrete pavers used in the construction of paved surfaces and manufactured from cementitious materials, aggregates, chemical admixtures, and other constituents such as integral water repellents. The specification also offers guidelines for physical requirements, sampling and testing, visual inspection, and rejection of specimens.
SCOPE
1.1 This specification covers the requirements for interlocking concrete pavers manufactured for the construction of paved surfaces.  
1.2 When particular features are desired, such as weight classification, higher compressive strength, surface textures, finish, color, or other special features, such properties should be specified by the purchaser. Local sellers, however, should be consulted as to availability of units having the desired features.  
1.3 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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Historical
Publication Date
31-May-2013
Current Stage
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Effective Date
01-Jun-2013

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C936/C936M −13
StandardSpecification for
1
Solid Concrete Interlocking Paving Units
This standard is issued under the fixed designation C936/C936M; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope* C618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use in Concrete
1.1 This specification covers the requirements for interlock-
C979 Specification for Pigments for Integrally Colored Con-
ing concrete pavers manufactured for the construction of paved
crete
surfaces.
C989 Specification for Slag Cement for Use in Concrete and
1.2 When particular features are desired, such as weight
Mortars
classification, higher compressive strength, surface textures,
C1157 Performance Specification for Hydraulic Cement
finish, color, or other special features, such properties should
C1240 Specification for Silica Fume Used in Cementitious
bespecifiedbythepurchaser.Localsellers,however,shouldbe
Mixtures
consulted as to availability of units having the desired features.
C1645 Test Method for Freeze-thaw and De-icing Salt
1.3 The values stated in either SI units or inch-pound units
Durability of Solid Concrete Interlocking Paving Units
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each
3. Terminology
system shall be used independently of the other. Combining
3.1 Definitions:
values from the two systems may result in non-conformance
3.1.1 architectural finishes—surface modified by mechani-
with the standard.
cal means such as blasting, hammering, polishing, tumbling,
washing, or other methods.
2. Referenced Documents
2
2.1 ASTM Standards:
4. Materials
C33 Specification for Concrete Aggregates
4.1 Cementitious Materials shall conform to the following
C140 Test Methods for Sampling and Testing Concrete
applicable ASTM specifications:
Masonry Units and Related Units
C150 Specification for Portland Cement
4.1.1 Portland Cements—Specification C150.
C207 Specification for Hydrated Lime for Masonry Pur-
4.1.2 Blended Cements—SpecificationC595,TypesISorIP.
poses
4.1.3 Hydraulic Cement—Specification C1157.
C260 Specification for Air-Entraining Admixtures for Con-
4.1.4 Hydrated Lime, Type S—Specification C207.
crete
4.1.5 Fly Ash—Specification C618.
C331 Specification for LightweightAggregates for Concrete
4.1.6 Ground Slag—Specification C989.
Masonry Units
C418 Test Method for Abrasion Resistance of Concrete by
4.1.7 Silica Fume—Specification C1240.
Sandblasting
4.2 Aggregates shall conform to the following ASTM
C494/C494M Specification for Chemical Admixtures for
specifications, except that grading requirements shall not
Concrete
necessarily apply:
C595 Specification for Blended Hydraulic Cements
4.2.1 Normal Weight—Specification C33.
4.2.2 Lightweight—Specification C331.
1
This specification is under the jurisdiction of ASTM Committee C15 on
4.3 Chemical Admixtures shall conform to the following
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units. applicable ASTM specifications:
Current edition approved June 1, 2013. Published June 2013. Originally
4.3.1 Air-entraining Admixtures—Specification C260.
approved in 1982. Last previous edition approved in 2012 as C936/C936M – 12.
DOI: 10.1520/C0936_C0936M-13. 4.3.2 Water-reducing, Retarding, and Accelerating
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Admixtures—Specification C494/C494M.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.3.3 Pigments for Integrally Colored Concrete—
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Specification C979.
*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

---------------------- Page: 1 ----------------------
C936/C936M−13
4.4 Other Constituents—Integral water repellents, and other record of field performance from a similar application. Speci-
materials for which no ASTM standards exist, shall be previ- mens shall not have an average volume loss greater than 0.92
3 2 3 2
ously established as suitable for use in concrete or shall be in. /7.75 in. [15 cm /50 cm ]. The average thickness loss
shown by test or experience not to be detrimental to the shall not exceed 0.118 in. [3 mm].
concrete.
NOTE 1—Applications that may require testing include areas with
severe abrasion, such as exposure to point loads from the repeated turning
5. Physical Requirements
of
...

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: C936/C936M − 12 C936/C936M − 13
Standard Specification for
1
Solid Concrete Interlocking Paving Units
This standard is issued under the fixed designation C936/C936M; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This specification covers the requirements for interlocking concrete pavers manufactured for the construction of paved
surfaces.
1.2 When particular features are desired, such as weight classification, higher compressive strength, surface textures, finish,
color, or other special features, such properties should be specified by the purchaser. Local sellers, however, should be consulted
as to availability of units having the desired features.
1.3 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C33 Specification for Concrete Aggregates
C140 Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C150 Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C260 Specification for Air-Entraining Admixtures for Concrete
C331 Specification for Lightweight Aggregates for Concrete Masonry Units
C418 Test Method for Abrasion Resistance of Concrete by Sandblasting
C494/C494M Specification for Chemical Admixtures for Concrete
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C979 Specification for Pigments for Integrally Colored Concrete
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1157 Performance Specification for Hydraulic Cement
C1240 Specification for Silica Fume Used in Cementitious Mixtures
C1645 Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units
3. Terminology
3.1 Definitions:
3.1.1 architectural finishes—surface modified by mechanical means such as blasting, hammering, polishing, tumbling, washing,
or other methods.
4. Materials
4.1 Cementitious Materials shall conform to the following applicable ASTM specifications:
4.1.1 Portland Cements—Specification C150.
4.1.2 Blended Cements—Specification C595, Types IS or IP.
1
This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 on
Concrete Masonry Units and Related Units.
Current edition approved June 1, 2012June 1, 2013. Published July 2012June 2013. Originally approved in 1982. Last previous edition approved in 20112012 as
C936/C936M – 11.C936/C936M – 12. DOI: 10.1520/C0936_C0936M-12. 10.1520/C0936_C0936M-13.
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 Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*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

---------------------- Page: 1 ----------------------
C936/C936M − 13
4.1.3 Hydraulic Cement—Specification C1157.
4.1.4 Hydrated Lime, Type S—Specification C207.
4.1.5 Fly Ash—Specification C618.
4.1.6 Ground Slag—Specification C989.
4.1.7 Silica Fume—Specification C1240.
4.2 Aggregates shall conform to the following ASTM specifications, except that grading requirements shall not necessarily
apply:
4.2.1 Normal Weight—Specification C33.
4.2.2 Lightweight—Specification C331.
4.3 Chemical Admixtures shall conform to the following applicable ASTM specifications:
4.3.1 Air-entraining Admixtures—Specification C260.
4.3.2 Water-reducing, Retarding, and Accelerating Admixtures—Specification C494/C494M.
4.3.3 Pigments for Integrally Colored Concrete—Specification C979.
4.4 Other Constituents—Integral water repellents, and other materials for which no ASTM standards exist, shall be previously
established as suitable for use in concrete or shall be shown by test or experience not to be detrimental to the concrete.
5. Physical Requirement
...

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