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ASTM C936-07

(Specification)

Standard Specification for Solid Concrete Interlocking Paving Units

Standard Specification for Solid Concrete Interlocking Paving Units

SCOPE
1.1 This specification covers the requirements for interlocking concrete pavers manufactured for the construction of paved surfaces.
1.2 When particular features are desired, such as weight classification, higher compressive strength, surface textures, finish, color, or other special features, such properties should be specified by the purchaser. Local sellers, however, should be consulted as to availability of units having the desired features.
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.

General Information

Status
Historical
Publication Date
31-May-2007
ICS
93.080.20 - Road construction materials
Technical Committee
C15 - Manufactured Masonry Units
Drafting Committee
C15.03 - Concrete Masonry Units and Related Units
Current Stage
Ref Project

Relations

Replaces
ASTM C936-01 - Standard Specification for Solid Concrete Interlocking Paving Units
Effective Date
01-Jun-2007
Replaced By
ASTM C936-08 - Standard Specification for Solid Concrete Interlocking Paving Units
Effective Date
01-Jun-2008

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ASTM C936-07 - Standard Specification for Solid Concrete Interlocking Paving UnitsASTM C936-07 - Standard Specification for Solid Concrete Interlocking Paving Units
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ASTM C936-07 - Standard Specification for Solid Concrete Interlocking 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 936 – 07
Standard Specification for
1
Solid Concrete Interlocking Paving Units
This standard is issued under the fixed designation C 936; 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 989 Specification for Ground Granulated Blast-Furnace
Slag for Use in Concrete and Mortars
1.1 This specification covers the requirements for interlock-
C 1157 Performance Specification for Hydraulic Cement
ingconcretepaversmanufacturedfortheconstructionofpaved
C 1240 Specification for Silica Fume Used in Cementitious
surfaces.
Mixtures
1.2 When particular features are desired, such as weight
classification, higher compressive strength, surface textures,
3. Terminology
finish, color, or other special features, such properties should
3.1 Definitions:
bespecifiedbythepurchaser.Localsellers,however,shouldbe
3.1.1 architectural finishes—surface modified by mechani-
consulted as to availability of units having the desired features.
cal means such as blasting, hammering, polishing, tumbling,
1.3 The values stated in SI units are to be regarded as the
washing, or other methods.
standard. The values given in parentheses are for information
only.
4. Materials
2. Referenced Documents 4.1 Cementitious Materials shall conform to the following
2 applicable ASTM specifications:
2.1 ASTM Standards:
4.1.1 Portland Cements—Specification C 150.
C33 Specification for Concrete Aggregates
4.1.2 Blended Cements—Specification C 595, Types IS or
C67 Test Methods for Sampling and Testing Brick and
IP.
Structural Clay Tile
4.1.3 Hydraulic Cement—Specification C 1157.
C 140 Test Methods for Sampling and Testing Concrete
4.1.4 Hydrated Lime, Type S—Specification C 207.
Masonry Units and Related Units
4.1.5 Fly Ash—Specification C 618.
C 150 Specification for Portland Cement
4.1.6 Ground Slag—Specification C 989.
C 207 Specification for Hydrated Lime for Masonry Pur-
4.1.7 Silica Fume—Specification C 1240.
poses
4.2 Aggregates shall conform to the following ASTM
C 260 Specification forAir-EntrainingAdmixtures for Con-
specifications, except that grading requirements shall not
crete
necessarily apply:
C 331 Specification for Lightweight Aggregates for Con-
4.2.1 Normal Weight—SpecificationC33.
crete Masonry Units
4.2.2 Lightweight—Specification C 331.
C 418 Test Method forAbrasion Resistance of Concrete by
4.3 Chemical Admixtures shall conform to the following
Sandblasting
applicable ASTM specifications:
C 494/C 494M Specification for Chemical Admixtures for
4.3.1 Air-entraining Admixtures—Specification C 260.
Concrete
4.3.2 Water-reducing, Retarding, and Accelerating
C 595 Specification for Blended Hydraulic Cements
Admixtures—Specification C 494/C 494M.
C 618 Specification for Coal Fly Ash and Raw or Calcined
4.3.3 Pigments for Integrally Colored Concrete—
Natural Pozzolan for Use in Concrete
Specification C 979.
C 979 Specification for Pigments for Integrally Colored
4.4 Other Constituents—Integral water repellents, and other
Concrete
materials for which no ASTM standards exist, shall be previ-
ously established as suitable for use in concrete or shall be
1
This specification is under the jurisdiction ofASTM Committee C27 on Precast
shown by test or experience not to be detrimental to the
Concrete Products and is the direct responsibility of Subcommittee C27.20 on
concrete.
Architectural and Structural Products.
Current edition approved June 1, 2007. Published June 2007. Originally
5. Physical Requirements
approved in 1982. Last previous edition approved in 2001 as C 936 – 01.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 2
5.1 Units shall have an exposed face area#0.065 m (101
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
2
in. ), and their overall length divided by thickness shall be#4.
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. The minimum thickness shall be 60 mm (2.36 in.). See Fig. 1.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C936–07
5.7 Dimensional Tolerance—Length or width of units shall
not differ by more than 61.6 mm (60.063 in.) from approved
samples. Heights of units shall not differ more than 63.2 mm
(60.125in.)thespecifiedstandarddimension.Alltestsshallbe
performed as required in 6.2. Units shall meet dimensional
tolerances prior to the application of architectural finishes.
6. Sampling and Testing
6.1 The purchaser or his authorized representative shall be
accorded proper facilities to inspect and
...

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5.1 This test method can be used for acceptance of surface infiltration of new permeable unit pavement systems.  
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1.1 This test method covers the determination of the field surface infiltration rate of in place permeable unit pavement systems surfaced with solid interlocking concrete paving units, concrete grid paving units, or clay paving brick.
Note 1: For in-place pervious concrete, Test Method C1701/C1701M should be used. Test Method C1701/C1701M is functionally identical to this standard, but does not include the added provisions for positioning and securing the test ring to a discontinuous surface, which are detailed in this standard. Both tests methods give comparable results  
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4.1 This guide provides information that, if implemented, will reduce efflorescence potential in new unit pavement systems. However, its implementation will not always completely prevent efflorescence.  
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1.1 This specification covers preformed expansion joint fillers made from closed-cell polypropylene foam materials having suitable compressibility, recovery from compression, nonextruding, and weather-resistant characteristics.  
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4.1 Sampling is as important as testing, and precautions shall be taken to obtain samples to show the true nature and condition of the materials.  
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4.2.1 To represent as nearly as possible an average of the bulk of the materials sampled, or  
4.2.2 To ascertain the maximum variation in characteristics which the material possesses.
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5.1 Asphalt slabs compacted with the rolling compactor can be used to obtain specimens for further testing, including bulk specific gravity following Test Methods D1188/D1188M, D2726/D2726M, and D6752/D6752M, fatigue performance characteristics following Test Methods D7460 and D8237 or AASHTO T 321, and Hamburg wheel-track testing following AASHTO T 324.  
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1.1 This practice covers the fabrication of slabs of asphalt mix using an automated laboratory rolling compactor (RC). Compacted specimens are suitable for volumetric and physical property testing. This practice should not be used for acceptance or rejection of a material or for purchasing purposes.  
1.2 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.3 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.  
1.4 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.  
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ASTM D244-23(Test Method)
Standard Test Methods and Practices for Emulsified Asphalts

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5.1 This test method measures the amount of water present in the emulsified asphalt, as distinguished from either bitumen or petroleum solvent.
SCOPE
1.1 These test methods and practices, given under the headings titled Composition, Consistency, Stability, and Examination of Residue, cover the examination of asphalt emulsions composed principally of a semisolid or liquid asphaltic base, water, and an emulsifying agent. The test methods cover the following tests and practices:    
Test  
Sections  
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Water Content  
4 – 10  
Residue and Oil Distillate by Distillation  
See Test Method
D6997  
Residue by Evaporation  
See Test Method
D6934  
Particle Charge of Cationic Emulsified Asphalts  
See Practice
D7402  
Consistency:  
Viscosity (Saybolt Furol)  
See Test Method
D7496  
Stability:  
Demulsibility  
See Test Method
D6936  
Settlement  
See Test Method
D6930  
Cement Mixing  
See Test Method
D6935  
Sieve Test  
See Test Method
D6933  
Aggregate Coating  
See Practice
D6998  
Miscibility with Water  
See Practice
D6999  
Freezing  
See Practice
D6929  
Coating Ability and Water Resistance  
11 – 18  
Storage Stability of Asphalt Emulsion  
See Test Method
D6930  
Examination of Residue  
19 – 26  
Identification Test for Rapid Setting Cationic Emulsified Asphalt  
27 – 34  
Identification of Cationic Slow Set Emulsions  
See Practice
D7402  
Field Coating Test on Emulsified Asphalts  
35 – 40  
Emulsified Asphalt/Job Aggregate Coating Test  
41 – 46  
Density of Emulsified Asphalt  
See Test Method
D6937  
Residue by Low-Temperature Vacuum Distillation  
See Test Method
D7403  
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