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ASTM C1782/C1782M-16

(Specification)

Standard Specification for Utility Segmental Concrete Paving Slabs

Standard Specification for Utility Segmental Concrete Paving Slabs

ABSTRACT
This specification covers 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. Concrete units covered by this specification shall be made with lightweight or normal weight aggregates or both.
This specification establishes the requirements with respect to materials, physical properties (finished face area, modulus of rupture, resistance to freezing and thawing, dimensional tolerances), visual inspection, sampling and testing, and compliance.
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.

General Information

Status
Historical
Publication Date
30-Jun-2016
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

Replaced By
ASTM C1782/C1782M-17 - Standard Specification for Utility Segmental Concrete Paving Slabs
Effective Date
01-Jun-2017
Referred By
ASTM C140/C140M-23 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
Effective Date
01-Jul-2016

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ASTM C1782/C1782M-16 - Standard Specification for Utility Segmental Concrete Paving SlabsASTM C1782/C1782M-16 - Standard Specification for Utility Segmental Concrete Paving Slabs
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ASTM C1782/C1782M-16 - 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 −16
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 C979/C979M Specification for Pigments for Integrally Col-
ored Concrete
1.1 This specification covers the requirements for segmental
C989/C989M Specification for Slag Cement for Use in
concrete paving slabs manufactured for construction of pedes-
Concrete and Mortars
trian and roof applications for commercial and municipal
C1157/C1157M Performance Specification for Hydraulic
projects where close dimensional tolerances for thickness,
Cement
and/or length and width are not required. These slabs can be
C1232 Terminology of Masonry
manufactured with a dry-cast, wet-cast, or hydraulically
C1240 Specification for Silica Fume Used in Cementitious
pressed process.
Mixtures
1.2 Concrete units covered by this specification shall be
C1645 Test Method for Freeze-thaw and De-icing Salt
made with lightweight or normal weight aggregates or both.
Durability of Solid Concrete Interlocking Paving Units
D1056 Specification for Flexible Cellular Materials—
NOTE 1—If particular features are desired, such as weight classification,
higher modulus of rupture, surface textures, finish, color, or other special
Sponge or Expanded Rubber
features, such properties should be specified by the purchaser. Local
sellers, however, should be consulted as to availability of units having the
3. Terminology
desired features.
3.1 Terminology defined in C1232 shall apply for this
1.3 The values stated in either inch-pound units or SI units
specification.
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each
3.2 Definitions of Terms Specific to This Standard:
system shall be used independently of the other. Combining
3.2.1 warpage, n—the maximum vertical deviation from a
values from the two systems may result in non-conformance
straightedge placed across the full length, width or diagonal
with the standard.
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.
C331/C331M Specification for Lightweight Aggregates for
4.1.5 Fly Ash—Specification C618.
Concrete Masonry Units
4.1.6 Ground Slag—Specification C989/C989M.
C494/C494M Specification for Chemical Admixtures for
4.1.7 Silica Fume—Specification C1240.
Concrete
4.2 Aggregates shall conform to the following ASTM
C595/C595M Specification for Blended Hydraulic Cements
specifications, except that grading requirements shall not
C618 Specification for Coal Fly Ash and Raw or Calcined
necessarily apply:
Natural Pozzolan for Use in Concrete
4.2.1 Normal Weight—Specification C33/C33M.
4.2.2 Lightweight—Specification C331/C331M.
1
This test method is under the jurisdiction of ASTM Committee C15 on
4.3 Chemical Admixtures shall conform to the following
Manufactured Masonry Units and is the direct responsibility of Subcommittee
applicable ASTM specifications:
C15.03 on Concrete Masonry Units and Related Units.
4.3.1 Air-entraining Admixtures—Specification C260/
Current edition approved July 1, 2016. Published July 2016. DOI: 10.1520/
C1782_C1782M-16. C260M.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1782/C1782M−16
4.3.2 Water-reducing, Retarding, and Accelerating 5.4 Dimensional Tolerances—At the time of delivery to the
Admixtures—Specification C494/C494M. job site, the length, width and thickness dimensions, and
4.3.3 Pigments for Integrally Colored Concrete— concave or convex warpage measured across the full length,
Specification C979/C979M. width and diagonal dimensions, as determined in A1.2, shall
not differ from the amounts for the specified dimensions by
4.4 Other Constituents—Integral water repellents, fibers,
more than the tolerances in Table 1. Length, width and
andothermaterialsforwhichnoASTMstandardsexistshallbe
thicknessdimensionsarebasedonmanufacturer’sdrawingsf
...

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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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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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SIGNIFICANCE AND USE
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  
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