ASTM C 1272 : 2016 : REV A
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Standard Specification for Heavy Vehicular Paving Brick
Hardcopy , PDF
15-07-2016
English
01-06-2016
Committee |
C 15
|
DocumentType |
Standard
|
Pages |
4
|
PublisherName |
American Society for Testing and Materials
|
Status |
Superseded
|
SupersededBy |
1.1This specification covers brick intended for use as a paving material in areas with a high volume of heavy vehicular traffic. The units are designed for use in such places as streets, commercial driveways, and aircraft taxiways. These units are not intended for applications covered by Specifications C410 or C902.
1.2Units are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment must develop sufficient fired bond between the particulate constituents to provide the strength and durability requirements of this specification (see Terminology C1232).
1.3Brick may be shaped during manufacture by extruding, molding, or pressing. Brick may have spacing lugs, chamfered edges, or both.
1.4Use of this standard and the requirements herein to evaluate and corroborate the performance of a paving unit made from other materials, or made with other forming methods, or other means of binding the materials is not covered by the scope of this standard.
1.5The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
ASTM C 216 : 2017 : REV A | Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale) |
ASTM C 902 : 2015 | Standard Specification for Pedestrian and Light Traffic Paving Brick |
ASTM C 1232 : 2017 | Standard Terminology for Masonry |
ASTM C 1781/C1781M : 2018 | Standard Test Method for Surface Infiltration Rate of Permeable Unit Pavement Systems |
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