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ASTM C1319-01

(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 - Manufactured Masonry Units
Drafting Committee
C15.03 - Concrete Masonry Units and Related Units
Current Stage
Ref Project

Relations

Replaces
ASTM C1319-99 - Standard Specification for Concrete Grid Paving Units
Effective Date
10-Aug-2001
Replaced By
ASTM C1319-01(2006) - Standard Specification for Concrete Grid Paving Units
Effective Date
01-Dec-2006
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 C1319-01 - Standard Specification for Concrete Grid Paving UnitsASTM C1319-01 - Standard Specification for Concrete Grid Paving Units
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ASTM C1319-01 - 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C 1319 – 01
Standard Specification for
1
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.
3
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
1
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
3
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 Hydraulic Cements— Specification C 595.
information only.
4.1.4 Hydraulic Cement—Specification C 1157.
4.1.5 Pozzolans—Specification C 618.
2. Referenced Documents
4.1.6 Blast Furnace Slag Cements—Specification C 989.
2.1 ASTM Standards:
4.2 Aggregates—Aggregates shall conform to one of the
2
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:
3
Masonry Units and Related Units
4.2.1 Normal Weight— Specification C 33.
4
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
2
crete Masonry Units
pigments, integral water repellents, and finely ground silica,
4
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
2
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
2
Slag for Use in Concrete and Mortars
customarily used in grid paving construction.
4
C 1157 Performance Specification for Hydraulic Cement
C 1209 Terminology of Concrete Masonry Units and Re-
5. Physical Requirements
3
lated Units
5.1 At the time of delivery to the work site, the units shall
conform to the physical requirements prescribed in Table 1.
1 5.2 Durability—Durability shall be demonstrated by proven
This specification is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee field performance satisfactory to the specifier that the grid
C15.03 on Concrete Masonry Units and Related Units.
paver units have adequate durability for the intended use.
Current edition approved Aug. 10, 2001. Published October 2001. Originally
5.2.1 Proven Field Performance—Satisfactory field perfor-
published as C 1319–95. Last previous edition C 1319–99.
2
mance is demonstrated when units similar in composition and
Annual Book of ASTM Standards, Vol 04.02.
3
Annual Book of ASTM Standards, Vol 04.05.
made with the same manufacturing process as those to be
4
Annual Book of ASTM Standards, Vol 04.01.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 1319
TABLE 1 Physical Requirements
8. Visual
...

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This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. A concrete cylinder mold assembly consisting of a mold and a tubular support member is fastened within the concrete formwork prior to placement of the concrete. The elevation of the mold upper edge is adjusted to correspond to the plane of the finished slab surface. The mold support prevents direct contact of the slab concrete with the outside of the mold and permits its easy removal from the hardened concrete. Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection. Consolidation of concrete in the mold may be varied to simulate the conditions of placement. Internal vibration of concrete in the mold is prohibited except under special circumstances.
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4.1 Cast-in-place cylinder strength relates to the strength of concrete in the structure due to the similarity of curing conditions because the cylinder is cured within the slab. However, due to differences in moisture condition, degree of consolidation, specimen size, and length-diameter ratio, there is not a unique relationship between the strength of cast-in-place cylinders and cores of the same age. When cores can be drilled undamaged and tested in the same moisture condition as the cast-in-place cylinders, the strength of the cylinders can be expected to be on average 10 % higher than the cores at ages up to 91 days for specimens of the same size and length-diameter ratio.4  
4.2 Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection.
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