ASTM C1319-14
(Specification)Standard Specification for Concrete Grid Paving Units
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.
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Designation:C1319 −14
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* C1232 Terminology of Masonry
C1240 Specification for Silica Fume Used in Cementitious
1.1 This specification covers the requirements for concrete
Mixtures
grid paving units for vehicular trafficways, parking areas, soil
stabilization, and revetments.
3. Terminology
NOTE 1—When particular features are desired, such as weight
3.1 Terminology defined in Terminology C1232 shall apply
classification, higher compressive strength, surface texture, finish, color,
for this specification.
or other special features, such properties should be specified separately by
the purchaser. However, local sellers should be consulted as to availability
4. Materials
of units having the desired features.
4.1 Cementitious Materials—Materials shall conform to the
1.2 The text of this standard references notes and footnotes
following applicable ASTM specifications:
which provide explanatory material. These notes and footnotes
4.1.1 Portland Cements—Specification C150.
(excluding those in tables and figures) shall not be considered
4.1.2 Modified Portland Cement—Portland cement con-
as requirements of the standard.
forming to Specification C150, modified as follows:
1.3 The values stated in inch-pound units are to be regarded
4.1.2.1 Calcium carbonate, with a minimum 85 % CaCO
3
as standard. The values given in parentheses are mathematical
content, shall be permitted to be interground with the cement,
conversions to SI units that are provided for information only
provided the requirements of Specification C150 as modified
and are not considered standard.
are met: limitation on insoluble residue is 1.5 % and limitation
on loss on ignition is 7 %.
2. Referenced Documents
4.1.3 Blended Hydraulic Cements—Specification C595.
2
2.1 ASTM Standards:
4.1.4 Hydraulic Cement—Specification C1157.
C33 Specification for Concrete Aggregates
4.1.5 Pozzolans—Specification C618.
C140 Test Methods for Sampling and Testing Concrete
4.1.6 Blast Furnace Slag Cements—Specification C989.
Masonry Units and Related Units
4.1.7 Silica Fume—Specification C1240.
C150 Specification for Portland Cement
4.2 Aggregates—Aggregates shall conform to one of the
C331 Specification for LightweightAggregates for Concrete
following ASTM specifications, except that grading require-
Masonry Units
ments shall not necessarily apply:
C595 Specification for Blended Hydraulic Cements
4.2.1 Normal Weight—Specification C33.
C618 Specification for Coal Fly Ash and Raw or Calcined
4.2.2 Lightweight—Specification C331.
Natural Pozzolan for Use in Concrete
C989 Specification for Slag Cement for Use in Concrete and
4.3 Pigments for Integrally Colored Concrete—
Mortars
Specification C979.
C979 Specification for Pigments for Integrally Colored Con-
4.4 Other Constituents—Air-entraining agents, integral wa-
crete
ter repellents, and other constituents, shall be previously
C1157 Performance Specification for Hydraulic Cement
established as suitable for use in concrete grid paving units and
shall conform to applicable ASTM standards, or they shall be
1
This specification is under the jurisdiction of ASTM Committee C15 on shownbytestorexperiencesatisfactorytothespecifierandnot
Manufactured Masonry Units and is the direct responsibility of Subcommittee
to be detrimental to the durability of the concrete grid paving
C15.03 on Concrete Masonry Units and Related Units.
unit or any material customarily used in grid paving construc-
Current edition approved Dec. 1, 2014. Published January 2015. Originally
tion.
approved in 1995. Last previous edition approved in 2011 as C1319 – 11. DOI:
10.1520/C1319-14.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 5. Physical Requirements
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.1 Units shall have maximum length and width dimensions
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. of 24 in. by 24 in. (610 mm by 610 mm).
*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 ----------------------
C1319−14
TABLE 1 Physical Requirements
Compressive Strength Water Absorption, Percent Solid, 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 − 11 C1319 − 14
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.
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.
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. 15, 2011Dec. 1, 2014. Published January 2012January 2015. Originally approved in 1995. Last previous edition approved in 200612011
as C1319 – 01C1319 – 11.(2006). DOI: 10.1520/C1319-11.10.1520/C1319-14.
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 ----------------------
C1319 − 14
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 )
Compressive Strength Water Absorption, Percent Solid, 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 Average
5000 (35) 4500 (31) 10 (160) 12 (192) 50 1.00 (25) 1.25 (32)
A
MeasuredMeasured at the thinnest point.
B
AverageAverage 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 met: limitation on insoluble residue is 1.5 % and limita
...
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