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ASTM C936-01

(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 separately 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
09-Nov-2001
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 C936-96 - Standard Specification for Solid Concrete Interlocking Paving Units
Effective Date
10-Nov-2001
Replaced By
ASTM C936-07 - Standard Specification for Solid Concrete Interlocking Paving Units
Effective Date
01-Jun-2007

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ASTM C936-01 - Standard Specification for Solid Concrete Interlocking Paving UnitsASTM C936-01 - Standard Specification for Solid Concrete Interlocking Paving Units
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ASTM C936-01 - 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 01
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 618 Specification for Coal Fly Ash and Raw or Calcined
Natural Pozzolan for Use as a Mineral Admixture in
1.1 This specification covers the requirements for interlock-
2
Concrete
ing concrete pavers manufactured for the construction of paved
C 979 Specification for Pigments of Integrally Colored
surfaces.
2
Concrete
1.2 When particular features are desired, such as weight
C 989 Specification for Ground Granulated Blast-Furnace
classification, higher compressive strength, surface textures,
2
Slag for Use in Concrete and Mortars
finish, color, or other special features, such properties should
C 1240 Specification for Use of Silica Fume as a Mineral
bespecifiedbythepurchaser.Localsellers,however,shouldbe
Admixture in Hydraulic-Cement Concrete, Mortar, and
consulted as to availability of units having the desired features.
2
Grout
1.3 The values stated in SI units are to be regarded as the
standard. The values given in parentheses are for information
3. Terminology
only.
3.1 Definitions:
2. Referenced Documents 3.1.1 architectural finishes—surface modified by mechani-
cal means such as blasting, hammering, polishing, tumbling,
2.1 ASTM Standards:
2
washing, or other methods.
C 33 Specification for Concrete Aggregates
C 67 Test Methods for Sampling and Testing Brick and
4. Materials
3
Structural Clay Tile
4.1 Cementitious Materials shall conform to the following
C 140 Test Methods for Sampling and Testing Concrete
3 applicable ASTM specifications:
Masonry Units and Related Units
4
4.1.1 Portland Cements—Specification C 150.
C 150 Specification for Portland Cement
4.1.2 Blended Cements—Specification C 595, Types IS or
C 207 Specification for Hydrated Lime for Masonry Pur-
4 IP.
poses
4.1.3 Hydrated Lime, Type S—Specification C 207.
C 260 Specification forAir-EntrainingAdmixtures for Con-
2 4.1.4 Fly Ash—Specification C 618.
crete
4.1.5 Ground Slag—Specification C 989.
C 331 Specification for Lightweight Aggregates for Con-
2 4.1.6 Silica Fume—Specification C 1240.
crete Masonry Units
4.2 Aggregates shall conform to the following ASTM
C 418 Test Method for Abrasion Resistance of Concrete by
2 specifications, except that grading requirements shall not
Sandblasting
necessarily apply:
C 494/C 494M Specification for Chemical Admixtures for
2 4.2.1 Normal Weight—Specification C 33.
Concrete
4 4.2.2 Lightweight—Specification C 331.
C 595 Specification for Blended Hydraulic Cements
4.3 Chemical Admixtures shall conform to the following
applicable ASTM specifications:
1
This specification is under the jurisdiction ofASTM Committee C27 on Precast 4.3.1 Air-entraining Admixtures—Specification C 260.
Concrete Products and is the direct responsibility of Subcommittee C27.20 on
4.3.2 Water-reducing, Retarding, and Accelerating
Architectural and Structural Products.
Admixtures—Specification C 494/C 494M.
Current edition approved Nov. 10, 2001. Published January 2002. Originally
4.3.3 Pigments for Integrally Colored Concrete—
published as C 936–82. Last previous edition C 936–96.
2
Annual Book of ASTM Standards, Vol 04.02.
Specification C 979.
3
Annual Book of ASTM Standards, Vol 04.05.
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 936
4.4 Other Constituents—Integral water repellents, and other 5.6 Abrasion Resistance—When tested in accordance with
materials for which no ASTM standards exist, shall be previ- Test Method C 418, specimens shall not have a greater volume
3 2 3 2
ously established as suitable for use in concrete or shall be loss than 15 cm /50 cm (0.92 in. /7.75 in. ). The average
shown by test or experience not to be detrimental to the thickness loss shall not exceed 3 mm (0.118 in.).
concrete.
5.7 Dimensional Tolerance—Length or width of units shall
not differ by more than 61.6 mm (60.063 in.) from approved
5. Physical Requirements
samples. Heights of units shall not differ more than 63.2 mm
2
5.1 Units shall have an exposed face area#0.065 m (101
(60.125in.)thespecifiedstandarddimension.Alltestsshallbe
2
in. ), and their overall length divided by thickness shall be#4.
performed as required in 6.2. Units shall meet dimensional
The minimum thickness shall be 60 mm (2.36 in.). See Fig. 1.
tolerances prior to the application of architectural finishes.
5.2 Concret
...

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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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4 – 10  
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See Test Method
D6997  
Residue by Evaporation  
See Test Method
D6934  
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See Practice
D7402  
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See Test Method
D7496  
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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  
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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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