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Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Includes all amendments And changes 9/29/2025).
NORMA vydaná dňa 15.7.2019
Označenie normy: ASTM C655-19a
Poznámka: NEPLATNÁ
Dátum vydania normy: 15.7.2019
Kód tovaru: NS-955595
Počet strán: 7
Približná hmotnosť: 21 g (0.05 libier)
Krajina: Americká technická norma
Kategória: Technické normy ASTM
Keywords:
concrete pipe´reinforced, culvert, D load, sewer pipe, storm drains, three edge bearing strength ,, ICS Number Code 23.040.50 (Pipes and fittings of other materials)
1. Scope | ||||||||||||||||||||||||||||||||||||||||
1.1 This specification covers reinforced concrete pipe designed for specific D-loads and intended to be used for the conveyance of sewage, industrial wastes, and storm water and for the construction of culverts. 1.2 This specification is the inch-pound companion to Specification C655M; therefore, no SI equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C655M are acceptable under this Specification C655 unless prohibited by the Owner. Note 1: Experience has shown that the successful performance
of this product depends upon the proper selection of the pipe
strength, the type of bedding and backfill, the care that the
installation conforms to the construction specifications, and
provision for adequate inspection at the construction site. This
specification does not include requirements for bedding, backfill,
the relationship between field load conditions and the strength
designation of pipe, or durability under unusual environmental
conditions. These requirements should be included in the project
specification.
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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