ASTM C1319-17

Standard Specification for Concrete Grid Paving Units

ABSTRACT
This specification covers the requirements for concrete grid paving units proposed for use in vehicular trafficways, parking areas, soil stabilization, and revetments. Materials shall possess adequate durability for the intended use.
SCOPE
1.1 This specification covers the requirements for concrete grid paving units for vehicular trafficways, parking areas, soil stabilization, and revetments.
Note 1: When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special features, such properties should be specified separately by the purchaser. However, local sellers should be consulted as to availability of units having the desired features.  
1.2 The text of this standard 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.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.

General Information

• Status: Historical
• Publication Date: 31-May-2017
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C15 - Manufactured Masonry Units
• Drafting Committee: C15.03 - Concrete Masonry Units and Related Units

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C1319 −17
Standard Specification for
1
Concrete Grid Paving Units
This standard is issued under the fixed designation C1319; 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 concrete
C989 Specification for Slag Cement for Use in Concrete and
grid paving units for vehicular trafficways, parking areas, soil
Mortars
stabilization, and revetments.
C979 Specification for Pigments for Integrally Colored Con-
NOTE 1—When particular features are desired, such as weight
crete
classification, higher compressive strength, surface texture, finish, color,
C1157 Performance Specification for Hydraulic Cement
or other special features, such properties should be specified separately by
C1232 Terminology of Masonry
the purchaser. However, local sellers should be consulted as to availability
C1240 Specification for Silica Fume Used in Cementitious
of units having the desired features.
Mixtures
1.2 The text of this standard references notes and footnotes
which provide explanatory material. These notes and footnotes
3. Terminology
(excluding those in tables and figures) shall not be considered
3.1 Terminology defined in Terminology C1232 shall apply
as requirements of the standard.
for this specification.
1.3 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical
4. Materials
conversions to SI units that are provided for information only
4.1 Cementitious Materials—Materials shall conform to the
and are not considered standard.
following applicable ASTM specifications:
1.4 This international standard was developed in accor-
4.1.1 Portland Cements—Specification C150.
dance with internationally recognized principles on standard-
4.1.2 Modified Portland Cement—Portland cement con-
ization established in the Decision on Principles for the
forming to Specification C150, modified as follows:
Development of International Standards, Guides and Recom-
4.1.2.1 Calcium carbonate, with a minimum 85 % CaCO
3
mendations issued by the World Trade Organization Technical
content, shall be permitted to be interground with the cement,
Barriers to Trade (TBT) Committee.
provided the requirements of Specification C150 as modified
are met: limitation on insoluble residue is 1.5 % and limitation
2. Referenced Documents
on loss on ignition is 7 %.
2
2.1 ASTM Standards:
4.1.3 Blended Hydraulic Cements—Specification C595.
C33 Specification for Concrete Aggregates 4.1.4 Hydraulic Cement—Specification C1157.
C140 Test Methods for Sampling and Testing Concrete
4.1.5 Pozzolans—Specification C618.
Masonry Units and Related Units
4.1.6 Blast Furnace Slag Cements—Specification C989.
C150 Specification for Portland Cement 4.1.7 Silica Fume—Specification C1240.
C331 Specification for LightweightAggregates for Concrete
4.2 Aggregates—Aggregates shall conform to one of the
Masonry Units
following ASTM specifications, except that grading require-
C595 Specification for Blended Hydraulic Cements
ments shall not necessarily apply:
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 Pigments for Integrally Colored Concrete—
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units.
Specification C979.
CurrenteditionapprovedJune1,2017.PublishedJuly2017.Originallyapproved
4.4 Other Constituents—Air-entraining agents, integral wa-
in 1995. Last previous edition approved in 2016 as C1319 – 16. DOI: 10.1520/
C1319-17.
ter repellents, and other constituents, shall be previously
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
established as suitable for use in concrete grid paving units and
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
shall conform to applicable ASTM standards, or they shall be
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. shownbytestorexperiencesatisfactorytothespecifierandnot
*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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C1319−17
TABLE 1 Physical Requirements
Compressive Strength Water Absorption, Percent Solid Web Width
3
Net Area, max lb/ft in. (mm)
3
min. psi (MPa) (kg/m )
A B
Average of 3
...

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: C1319 − 16 C1319 − 17
Standard Specification for
1
Concrete Grid Paving Units
This standard is issued under the fixed designation C1319; 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 concrete grid paving units for vehicular trafficways, parking areas, soil
stabilization, and revetments.
NOTE 1—When particular features are desired, such as weight classification, higher compressive strength, surface texture, finish, color, or other special
features, such properties should be specified separately by the purchaser. However, local sellers should be consulted as to availability of units having the
desired features.
1.2 The text of this standard 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.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard.
1.4 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.
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
C331 Specification for Lightweight Aggregates for Concrete Masonry Units
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C989 Specification for Slag Cement for Use in Concrete and Mortars
C979 Specification for Pigments for Integrally Colored Concrete
C1157 Performance Specification for Hydraulic Cement
C1232 Terminology of Masonry
C1240 Specification for Silica Fume Used in Cementitious Mixtures
3. Terminology
3.1 Terminology defined in Terminology C1232 shall apply for this specification.
4. Materials
4.1 Cementitious Materials—Materials shall conform to the following applicable ASTM specifications:
4.1.1 Portland Cements—Specification C150.
4.1.2 Modified Portland Cement—Portland cement conforming to Specification C150, modified as follows:
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 Dec. 1, 2016June 1, 2017. Published January 2017July 2017. Originally approved in 1995. Last previous edition approved in 20142016 as
C1319 – 14.C1319 – 16. DOI: 10.1520/C1319-16.10.1520/C1319-17.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. 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

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C1319 − 17
TABLE 1 Physical Requirements
Compressive Strength Water Absorption, Percent Solid, Web Width
3
Net Area, max lb/ft min. and max.,% in. (mm)
3
min. psi (MPa) (kg/m )
A B
Average of 3 Individual Average of 3 Individual Minimum Average
units units
5000 (35) 4500 (31) 10 (160) 12 (192) 45 and 75 1.00 (25) 1.25 (32)
TABLE 1 Physical Requirements
Compressive Strength Water Absorption, Percent Solid Web Width
3
Net Area, max lb/ft in. (mm)
3
min. psi (MPa) (kg/m )
A B
Average of 3 Individual Average of 3 Individual Minimum Maximum Minimum Average
units units
5000 (35) 4500 (31) 10 (160) 12 (192) 45 75 1.00 (25) 1.25 (32)
A
Measured at the thinnest point.
B
Average of measurements along the height of the web.
4.1.2.1 Calcium carbonate, with a minimum 85 % CaCO content, shall be permitted to be interground with the cement,
3
provided the requirements of Specification C150 as modified are m
...