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ASTM C1319-99

(Specification)

Standard Specification for Concrete Grid Paving Units

Standard Specification for Concrete Grid Paving Units

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 3 1/8 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 the standard. The values given in parentheses are for information only.

General Information

Status
Historical
Publication Date
09-Aug-2001
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C15 - Masonry – Manufactured Masonry Units, Mortars and Grouts
Drafting Committee
C15.03 - Concrete Masonry Units and Related Units
Current Stage
Ref Project

Relations

Replaced By
ASTM C1319-01 - Standard Specification for Concrete Grid Paving Units
Effective Date
10-Aug-2001
Referred By
ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
10-Aug-2001
Referred By
ASTM C1232-21a - Standard Terminology for Masonry
Effective Date
10-Aug-2001
Referred By
ASTM C1781/C1781M-21 - Standard Test Method for Surface Infiltration Rate of Permeable Unit Pavement Systems
Effective Date
10-Aug-2001

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ASTM C1319-99 - Standard Specification for Concrete Grid Paving Units
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Standards Content (Sample)


NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1319 – 99
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
Concrete Grid Paving Units
This standard is issued under the fixed designation C 1319; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope C 1232 Terminology of Masonry
1.1 This specification covers the requirements for concrete
3. Terminology
grid paving units for vehicular trafficways, parking areas, soil
3.1 Terminology defined in Terminology C 1209 and Ter-
stabilization, and revetments. Maximum dimensions are 24
minology C 1232 shall apply for this specification.
long by 24 in. wide (610 by 610 mm), with a minimum
nominal thickness of 3 ⁄8 in. (80 mm).
4. Materials
NOTE 1—When particular features are desired, such as weight classifi-
4.1 Cementitious Materials—Materials shall conform to the
cation, higher compressive strength, surface texture, finish, color, or other
following applicable ASTM specifications:
special features, such properties should be specified separately by the
4.1.1 Portland Cements— Specification C 150.
purchaser. However, local sellers should be consulted as to availability of
4.1.2 Modified Portland Cement—Portland cement con-
units having the desired features.
forming to Specification C 150, modified as follows:
1.2 The text of this standard references notes and footnotes
4.1.2.1 Calcium carbonate, with a minimum 85 % CaCO
which provide explanatory material. These notes and footnotes
content, shall be permitted to be interground with the cement,
(excluding those in tables and figures) shall not be considered
provided the requirements of Specification C 150 as modified
as requirements of the standard.
are met: limitation on insoluble residue is 1.5 % and limitation
1.3 The values stated in inch-pound units are to be regarded
on loss on ignition is 7 %.
as the standard. The values given in parentheses are for
4.1.3 Blended Cements— Specification C 595M or
information only.
C 1157M.
4.1.4 Pozzolans—Specification C 618.
2. Referenced Documents
4.1.5 Blast Furnace Slag Cements—Specification C 989.
2.1 ASTM Standards:
4.2 Aggregates—Aggregates shall conform to one of the
C 33 Specification for Concrete Aggregates
following ASTM specifications, except that grading require-
C 140 Test Methods for Sampling and Testing Concrete
ments shall not necessarily apply:
Masonry Units and Related Units
4.2.1 Normal Weight— Specification C 33.
C 150 Specification for Portland Cement
4.2.2 Lightweight— Specification C 331.
C 331 Specification for Lightweight Aggregates for Con-
4.3 Other Constituents—Air-entraining agents, coloring
crete Masonry Units
pigments, integral water repellents, and finely ground silica,
C 595 Specification for Blended Hydraulic Cements
shall be previously established as suitable for use in concrete
C 618 Specification for Coal Fly Ash and Raw or Calcined
grid paving units and shall conform to applicable ASTM
Natural Pozzolan for Use as a Mineral Admixture in
standards, or they shall be shown by test or experience
Portland Cement Concrete
satisfactory to the specifier and not to be detrimental to the
C 989 Specification for Ground Granulated Blast-Furnace
durability of the concrete grid paving unit or any material
Slag for Use in Concrete and Mortars
customarily used in grid paving construction.
C 1157 Performance Specification for Blended Hydraulic
Cement
5. Physical Requirements
C 1209 Terminology of Concrete Masonry Units and Re-
5.1 At the time of delivery to the work site, the units shall
lated Units
conform to the physical requirements prescribed in Table 1.
5.2 Durability—Durability shall be demonstrated by proven
field performance satisfactory to the specifier that the grid
This specification is under the jurisdiction of ASTM Committee C-15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee paver units have adequate durability for the intended use.
C15.03 on Concrete Masonry Units and Related Units.
5.2.1 Proven Field Perform
...

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1.1 This specification covers the requirements for concrete grid paving units for vehicular trafficways, parking areas, soil stabilization, and revetments.
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Standard Specification for Manufactured Concrete Masonry Lintels

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This specification covers concrete masonry lintels (beams) that are solid in cross-section, are reinforced for flexure, and are made from hydraulic cement, water, and mineral aggregates with or without the inclusion of other materials. These lintels are suitable for both loadbearing and nonloadbearing applications. Compression and absorption tests shall be performed to meet the specified requirements.
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Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units

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4.1 These test methods provide general testing requirements for application to a broad range of concrete products. Those general testing requirements are included in the body of this standard.
Note 2: Consult manufacturer, supplier, product specifications, or other resources for more specific measurement or testing guidelines for those products not addressed with the annex of this standard.  
4.2 These test methods provide specific testing requirements in two distinct sections, the requirements applicable to all units covered by these test methods and those applicable to the specific unit types. The requirements applicable to all units are included in the body of these test methods and those applicable to the specific unit types are included within the annexes.
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1.2 Specific testing and reporting procedures are included in annexes to these test methods for the following specific unit types:    
Annex A1—Concrete masonry units
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Annex A2—Concrete and calcium silicate brick
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Annex A3—Segmental retaining wall units (Specification C1372)  
Annex A4—Concrete interlocking paving units
(Specification C936/C936M)    
Annex A5—Concrete grid paving units (Specification C1319)  
Annex A6—Concrete roof pavers
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Annex A7—Dry-cast articulating concrete block
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Annex A8—Segmental concrete paving slabs
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Annex A9—Concrete ballast block
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1.3 The test procedures included in these test methods are also applicable to other types of units not referenced in these test methods, but specific testing and reporting requirements for those units are not included.  
1.4 These test methods include the following sections:    
Section  
Scope  
1  
Referenced Documents  
2  
Terminology  
3  
Significance and Use  
4  
Sampling  
5  
Measurement of Dimensions  
6  
Compressive Strength  
7  
Absorption  
8  
Calculations  
9  
Report  
10  
Keywords  
11  
Annexes—Test Procedures  
Concrete Masonry Units  
Annex A1  
Concrete and Calcium Silicate Brick  
Annex A2  
Segmental Retaining
Wall Units  
Annex A3  
Concrete Interlocking Paving Units  
Annex A4  
Concrete Grid Paving
Units  
Annex A5  
Concrete Roof Pavers  
Annex A6  
Dry-Cast Articulating
Concrete Block  
Annex A7  
Segmental Concrete Paving Slabs  
Annex A8  
Concrete Ballast Block  
Annex A9  
Worksheet and Test Report for
Concrete Masonry Units  
Appendix X1  
Test Report for Concrete Interlocking
Paving Units  
Appendix X2  
Calculation of Normalized Web Area  
Appendix X3
Note 1: The testing laboratory performing these test methods should be evaluated in accordance with Practice C1093.  
1.5 The text of this test method references 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.  
1.6 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.  
1.7 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of t...

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1.1 This specification covers dry-cast, manufactured concrete units that are primarily used for ballast applications. These units are machine-made from hydraulic cement, water, and suitable mineral aggregates with or without the inclusion of other materials.
Note 1: The design of concrete ballast units systems for resisting wind uplift is beyond the scope of this specification. Building codes and other standards should be consulted in designing for wind uplift resistance.
Note 2: Previously, there were two standards that covered units used for ballast. Specification C1491 was for concrete roof pavers, primarily used for roof ballast and protection of roof membrane. Specification C1884 was for units for ballast for rooftop equipment. Due to the similarity in these units and application, this standard now serves as the single standard for manufactured concrete units used in all ballast applications.  
1.2 The text of this standard references 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.  
1.3 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 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.  
1.5 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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Standard Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes

ABSTRACT
This specification covers solid precast segmental concrete masonry units made from hydraulic cement, water, and suitable mineral aggregates, with or without the inclusion of other materials. The units are intended for use in the construction of catch basins and manholes. All units shall be sound and free of cracks or other defects that interfere with the proper placing of the unit.
SCOPE
1.1 This specification covers solid precast segmental concrete masonry units made from hydraulic cement, water, and suitable mineral aggregates, with or without the inclusion of other materials. The units are intended for use in the construction of catch basins and manholes.  
1.2 The text of this standard referenced 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.  
1.3 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.

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Standard Specification for Concrete Facing Brick and Other Concrete Masonry Facing Units

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This specification covers solid, dry-cast, concrete facing brick intended for interior and exterior use in constructing structural and facing masonry components and are made from portland cement, water, and suitable mineral aggregates with or without the inclusion of other materials. Concrete facing bricks shall be grouped into density classifications as either lightweight, medium weight, or normal weight. Specimens shall be sampled, tested, and conform accordingly to the specified physical requirements (oven-dry density, maximum water absorption, and minimum net area compressive strength) suitable for their density classification.
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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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Standard Test Method for Linear Drying Shrinkage of Concrete Masonry Units

SIGNIFICANCE AND USE
4.1 This test method is intended to evaluate the drying shrinkage characteristics of a given unit. The results of this laboratory method are considered in determining concrete masonry crack control provisions.  
Note 1: The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.
SCOPE
1.1 This test method covers a routine standardized procedure for determining the linear drying shrinkage of concrete masonry units or related concrete units under specified accelerated drying conditions.  
1.2 The text of this test method references 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.  
1.3 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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