ASTM C1319-11

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. Maximum dimensions are 24 long by 24 in. wide (610 by 610 mm), with a minimum nominal thickness of 31/8 in. (80 mm).
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.

General Information

• Status: Historical
• Publication Date: 14-Dec-2011
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C15 - Manufactured Masonry Units
• Drafting Committee: C15.03 - Concrete Masonry Units and Related Units

Relations

• Replaces: ASTM C1319-01(2006) - Standard Specification for Concrete Grid Paving Units
• Effective Date: 15-Dec-2011
• Replaced By: ASTM C1319-14 - Standard Specification for Concrete Grid Paving Units
• Effective Date: 01-Dec-2014
• Referred By: ASTM C1781/C1781M-21 - Standard Test Method for Surface Infiltration Rate of Permeable Unit Pavement Systems
• Effective Date: 15-Dec-2011
• Referred By: ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
• Effective Date: 15-Dec-2011
• Referred By: ASTM C1232-21a - Standard Terminology for Masonry
• Effective Date: 15-Dec-2011

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 −11
StandardSpecification 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* C979 Specification for Pigments for Integrally Colored Con-
crete
1.1 This specification covers the requirements for concrete
C1157 Performance Specification for Hydraulic Cement
grid paving units for vehicular trafficways, parking areas, soil
C1232 Terminology of Masonry
stabilization, and revetments. Maximum dimensions are 24
C1240 Specification for Silica Fume Used in Cementitious
long by 24 in. wide (610 by 610 mm), with a minimum
Mixtures
1
nominal thickness of 3 ⁄8 in. (80 mm).
NOTE 1—When particular features are desired, such as weight
3. Terminology
classification, higher compressive strength, surface texture, finish, color,
or other special features, such properties should be specified separately by 3.1 Terminology defined in Terminology C1232 shall apply
the purchaser. However, local sellers should be consulted as to availability
for this specification.
of units having the desired features.
1.2 The text of this standard references notes and footnotes
4. Materials
which provide explanatory material. These notes and footnotes
4.1 Cementitious Materials—Materials shall conform to the
(excluding those in tables and figures) shall not be considered
following applicable ASTM specifications:
as requirements of the standard.
4.1.1 Portland Cements—Specification C150.
1.3 The values stated in inch-pound units are to be regarded
4.1.2 Modified Portland Cement—Portland cement con-
as standard. The values given in parentheses are mathematical
forming to Specification C150, modified as follows:
conversions to SI units that are provided for information only
4.1.2.1 Calcium carbonate, with a minimum 85 % CaCO
3
and are not considered standard.
content, shall be permitted to be interground with the cement,
provided the requirements of Specification C150 as modified
2. Referenced Documents
are met: limitation on insoluble residue is 1.5 % and limitation
2
on loss on ignition is 7 %.
2.1 ASTM Standards:
C33 Specification for Concrete Aggregates 4.1.3 Blended Hydraulic Cements—Specification C595.
4.1.4 Hydraulic Cement—Specification C1157.
C140 Test Methods for Sampling and Testing Concrete
Masonry Units and Related Units 4.1.5 Pozzolans—Specification C618.
C150 Specification for Portland Cement 4.1.6 Blast Furnace Slag Cements—Specification C989.
C331 Specification for LightweightAggregates for Concrete
4.1.7 Silica Fume—Specification C1240.
Masonry Units
4.2 Aggregates—Aggregates shall conform to one of the
C595 Specification for Blended Hydraulic Cements
following ASTM specifications, except that grading require-
C618 Specification for Coal Fly Ash and Raw or Calcined
ments shall not necessarily apply:
Natural Pozzolan for Use in Concrete
4.2.1 Normal Weight—Specification C33.
C989 Specification for Slag Cement for Use in Concrete and
4.2.2 Lightweight—Specification C331.
Mortars
4.3 Pigments for Integrally Colored Concrete—
Specification C979.
1
This specification is under the jurisdiction of ASTM Committee C15 on
4.4 Other Constituents—Air-entraining agents, integral wa-
Manufactured Masonry Units and is the direct responsibility of Subcommittee
ter repellents, and other constituents, shall be previously
C15.03 on Concrete Masonry Units and Related Units.
established as suitable for use in concrete grid paving units and
Current edition approved Dec. 15, 2011. Published January 2012. Originally
shall conform to applicable ASTM standards, or they shall be
approved in 1995. Last previous edition approved in 20061 as C1319 – 01(2006).
DOI: 10.1520/C1319-11.
shownbytestorexperiencesatisfactorytothespecifierandnot
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
to be detrimental to the durability of the concrete grid paving
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
unit or any material customarily used in grid paving construc-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. tion.
*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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C1319−11
TABLE 1 Physical Requirements
Compressive Strength Water Absorption, Net Area, Web Width
3
Net Area, max lb/ft min.,% in. (mm)
3
min. psi (MPa) (kg/m )
A B
Average of 3 units Individual Average of 3 units Individual Minimum
...

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:C1319–01 (Reapproved 2006) Designation: C1319 – 11
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. Maximum dimensions are 24 long by 24 in. wide (610 by 610 mm), with a minimum nominal
1
thickness of 3 ⁄8 in. (80 mm).
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.
1.3The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information
only.
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.
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 C1209Terminology of Concrete Masonry Units and Related Units
C1232 Terminology of Masonry Terminology of Masonry
C1240 Specification for Silica Fume Used in Cementitious Mixtures
3. Terminology
3.1Terminology defined in Terminology C1209 and 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:
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 met: limitation on insoluble residue is 1.5 % and limitation on
loss on ignition is 7 %.
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, 2006.15, 2011. Published December 2006.January 2012. Originally approved in 1995. Last previous edition approved in 20061 as
C1319 – 01(2006). DOI: 10.1520/C1319-01R06.10.1520/C1319-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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.
*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 ----------------------
C1319 – 11
4.1.3 Blended Hydraulic Cements—Specification C595.
4.1.4 Hydraulic Cement—Specification C1157.
4.1.5 Pozzolans—Specification C618.
4.1.6 Blast Furnace Slag Cements—Specification C989.
4.1.7 Silica Fume—Specification C1240.
4.2 Aggregates—Aggregates shall conform to one of the followingASTM specifications, except that grading requirements shall
not necessarily apply:
4.2.1 Normal Weight—Specification C33.
4.2.2 Lightweight—Specification C331.
4.3 Pigments for Integrally Colored Concrete—Specification C979.
4.4 Other Constituents—A
...