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Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric) (Includes all amendments and changes 9/29/2022).
Přeložit název
NORMA vydána dne 15.9.2022
Označení normy: ASTM C506M-22a
Datum vydání normy: 15.9.2022
Kód zboží: NS-1085752
Počet stran: 8
Přibližná hmotnost: 24 g (0.05 liber)
Země: Americká technická norma
Kategorie: Technické normy ASTM
This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe manufactured according to this specification shall be of three classes identified as Class A-II, A-III, and A-IV. The reinforced concrete shall consist of cementitious materials, mineral aggregates, and water, in which steel has been embedded in such a manner that the steel and concrete act together. The pipe shall be designed to meet both the 0.01 in. crack and ultimate strength requirements determined by conducting plant load bearing tests, material tests, and inspection of manufactured pipe for visual defects and imperfections. The reinforcement, joint, and manufacture are detailed.
Keywords:
arch pipe, culvert, D-load, reinforced concrete, sewer pipe, storm drain,, ICS Number Code 23.040.50 (Pipes and fittings of other materials)
1. Scope | ||||||||||||||||||||||||||||||||||||
1.1?This specification covers reinforced arch-shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. 1.2?This specification is the SI companion to Specification C506; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of Specification C506 are acceptable under this Specification C506M unless prohibited by the owner. Note 1:?This specification is a manufacturing and purchase
specification only, and does not include requirements for bedding,
backfill, or the relationship between field load condition and the
strength classification of pipe. However, experience has shown that
the successful performance of this product depends upon the proper
selection of the class of pipe, type of bedding and backfill, and
care that the installation conforms to the construction
specifications. The owner of the reinforced concrete pipe specified
herein is cautioned that he must correlate the field requirements
with the class of pipe specified and provide inspection at the
construction site.
1.3?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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2. Referenced Documents | ||||||||||||||||||||||||||||||||||||
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