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ASTM C1782/C1782M-17

(Specification)

Standard Specification for Utility Segmental Concrete Paving Slabs

Standard Specification for Utility Segmental Concrete Paving Slabs

SCOPE
1.1 This specification covers the requirements for segmental concrete paving slabs manufactured for construction of pedestrian and roof applications for commercial and municipal projects where close dimensional tolerances for thickness, and/or length and width are not required. These slabs can be manufactured with a dry-cast, wet-cast, or hydraulically pressed process.  
1.2 Concrete units covered by this specification shall be made with lightweight or normal weight aggregates or both.
Note 1: If particular features are desired, such as weight classification, higher modulus of rupture, 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 either inch-pound units or SI 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.  
1.4 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.

General Information

Status
Historical
Publication Date
31-May-2017
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 C1782/C1782M-16 - Standard Specification for Utility Segmental Concrete Paving Slabs
Effective Date
01-Jun-2017
Replaced By
ASTM C1782/C1782M-18 - Standard Specification for Segmental Concrete Paving Slabs
Effective Date
01-Jun-2018
Referred By
ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
01-Jun-2017

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REDLINE ASTM C1782/C1782M-17 - Standard Specification for Utility Segmental Concrete Paving SlabsREDLINE ASTM C1782/C1782M-17 - Standard Specification for Utility Segmental Concrete Paving Slabs
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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:C1782/C1782M −17
Standard Specification for
1
Utility Segmental Concrete Paving Slabs
This standard is issued under the fixed designation C1782/C1782M; 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* C331/C331M Specification for Lightweight Aggregates for
Concrete Masonry Units
1.1 This specification covers the requirements for segmental
C494/C494M Specification for Chemical Admixtures for
concrete paving slabs manufactured for construction of pedes-
Concrete
trian and roof applications for commercial and municipal
C595/C595M Specification for Blended Hydraulic Cements
projects where close dimensional tolerances for thickness,
C618 Specification for Coal Fly Ash and Raw or Calcined
and/or length and width are not required. These slabs can be
Natural Pozzolan for Use in Concrete
manufactured with a dry-cast, wet-cast, or hydraulically
C979/C979M Specification for Pigments for Integrally Col-
pressed process.
ored Concrete
1.2 Concrete units covered by this specification shall be
C989/C989M Specification for Slag Cement for Use in
made with lightweight or normal weight aggregates or both.
Concrete and Mortars
C1157/C1157M Performance Specification for Hydraulic
NOTE 1—If particular features are desired, such as weight classification,
higher modulus of rupture, surface textures, finish, color, or other special
Cement
features, such properties should be specified by the purchaser. Local
C1232 Terminology of Masonry
sellers, however, should be consulted as to availability of units having the
C1240 Specification for Silica Fume Used in Cementitious
desired features.
Mixtures
1.3 The values stated in either inch-pound units or SI units
C1645 Test Method for Freeze-thaw and De-icing Salt
are to be regarded separately as standard. The values stated in
Durability of Solid Concrete Interlocking Paving Units
each system may not be exact equivalents; therefore, each
D1056 Specification for Flexible Cellular Materials—
system shall be used independently of the other. Combining
Sponge or Expanded Rubber
values from the two systems may result in non-conformance
with the standard.
3. Terminology
1.4 This international standard was developed in accor-
3.1 Terminology defined in C1232 shall apply for this
dance with internationally recognized principles on standard-
specification.
ization established in the Decision on Principles for the
3.2 Definitions of Terms Specific to This Standard:
Development of International Standards, Guides and Recom-
3.2.1 warpage, n—the maximum vertical deviation from a
mendations issued by the World Trade Organization Technical
straightedge placed across the full length, width or diagonal
Barriers to Trade (TBT) Committee.
dimension of the paving slab surface.
2. Referenced Documents
4. Materials
2.1 ASTM Standards:
4.1 Cementitious Materials shall conform to the following
C33/C33M Specification for Concrete Aggregates
applicable ASTM specifications:
C150/C150M Specification for Portland Cement
4.1.1 Portland Cements—Specification C150/C150M.
C207 Specification for Hydrated Lime for Masonry Pur-
4.1.2 Hydraulic Cements—Specification C1157/C1157M.
poses
4.1.3 Blended Hydraulic Cements—Specification C595/
C260/C260M Specification for Air-Entraining Admixtures
C595M.
for Concrete
4.1.4 Hydrated Lime, Type S—Specification C207.
4.1.5 Fly Ash—Specification C618.
4.1.6 Ground Slag—Specification C989/C989M.
1
This test method is under the jurisdiction of ASTM Committee C15 on
4.1.7 Silica Fume—Specification C1240.
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units.
4.2 Aggregates shall conform to the following ASTM
CurrenteditionapprovedJune1,2017.PublishedJuly2017.Originallyapproved
specifications, except that grading requirements shall not
in 2016. Last previous edition approved in 2016 as C1782/C1782M – 16. DOI:
10.1520/C1782_C1782M-17. necessarily apply:
*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 ----------------------
C1782/C1782M−17
4.2.1 Normal Weight—Specification C33/C33M. be tested in 3 % saline solution. The average mass loss of all
2
4.2.2 Lightweight—Specification C331/C331M. the specimens tested shall not be greater than: (a) 225 g/m
2
when subject to 28 freeze-thaw cycles, or (b) 500 g/m when
4.3 Chemical Admixtures shall conform to the following
subject to 49 freeze-thaw cycles. This test shall be conducted
applicable ASTM specifications:
not
...

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: C1782/C1782M − 16 C1782/C1782M − 17
Standard Specification for
1
Utility Segmental Concrete Paving Slabs
This standard is issued under the fixed designation C1782/C1782M; 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 Scope*
1.1 This specification covers the requirements for segmental concrete paving slabs manufactured for construction of pedestrian
and roof applications for commercial and municipal projects where close dimensional tolerances for thickness, and/or length and
width are not required. These slabs can be manufactured with a dry-cast, wet-cast, or hydraulically pressed process.
1.2 Concrete units covered by this specification shall be made with lightweight or normal weight aggregates or both.
NOTE 1—If particular features are desired, such as weight classification, higher modulus of rupture, 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 either inch-pound units or SI 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.
1.4 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.
2. Referenced Documents
2.1 ASTM Standards:
C33/C33M Specification for Concrete Aggregates
C150/C150M Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C331/C331M Specification for Lightweight Aggregates for Concrete Masonry Units
C494/C494M Specification for Chemical Admixtures for Concrete
C595/C595M Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C979/C979M Specification for Pigments for Integrally Colored Concrete
C989/C989M Specification for Slag Cement for Use in Concrete and Mortars
C1157/C1157M Performance Specification for Hydraulic Cement
C1232 Terminology for Masonry
C1240 Specification for Silica Fume Used in Cementitious Mixtures
C1645 Test Method for Freeze-thaw and De-icing Salt Durability of Solid Concrete Interlocking Paving Units
D1056 Specification for Flexible Cellular Materials—Sponge or Expanded Rubber
3. Terminology
3.1 Terminology defined in C1232 shall apply for this specification.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 warpage, n—the maximum vertical deviation from a straightedge placed across the full length, width or diagonal
dimension of the paving slab surface.
1
This test method 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 July 1, 2016June 1, 2017. Published July 2016July 2017. Originally approved in 2016. Last previous edition approved in 2016 as
C1782/C1782M – 16. DOI: 10.1520/C1782_C1782M-16.10.1520/C1782_C1782M-17.
*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 ----------------------
C1782/C1782M − 17
4. Materials
4.1 Cementitious Materials shall conform to the following applicable ASTM specifications:
4.1.1 Portland Cements—Specification C150/C150M.
4.1.2 Hydraulic Cements—Specification C1157/C1157M.
4.1.3 Blended Hydraulic Cements—Specification C595/C595M.
4.1.4 Hydrated Lime, Type S—Specification C207.
4.1.5 Fly Ash—Specification C618.
4.1.6 Ground Slag—Specification C989/C989M.
4.1.7 Silica Fume—Specification C1240.
4.2 Aggregates shall conform to the following ASTM specifications, except that grading requirements shall not necessarily
apply:
4.2.1 Normal Weight—Specification C33/C33M.
4.2.2 Lightweight—Specification C3
...

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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  
Composition:  
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  
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.3 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.  
1.4 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
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    English language
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