ISO 15630-1:2019 Steel for the reinforcement and prestressing of concrete — Test methods — Part 1: Reinforcing bars, rods and wire

Abbreviation
ISO 15630-1:2019
Valid from
7/02/2019
Replaces
, , ,

Information provider
Standards New Zealand,
Author
International Organization for Standardization
Information type
ISO Standard,
Format
PDF, HARD COPY,


Description

This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.

Scope

This document does not cover the sampling conditions that are dealt with in the product standards.

A list of options for agreement between the parties involved is provided in Annex A.

For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

ISO 15630-1:2019 Steel for the reinforcement and prestressing of concrete — Test methods — Part 1: Reinforcing bars, rods and wire

This document is CITED BY:

ISO 15630-1:2019 Steel for the reinforcement and prestressing of concrete — Test methods — Part 1: Reinforcing bars, rods and wire

Description

This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.

View on Information Provider website
ISO 15630-1:2019 Steel for the reinforcement and prestressing of concrete — Test methods — Part 1: Reinforcing bars, rods and wire
Description

This document specifies chemical and mechanical test methods and measurement methods of geometrical characteristics applicable to reinforcing bars, rods and wire for concrete.

View on Information Provider website
This resource does not cite any other resources.

ISO 15630-1:2019 Steel for the reinforcement and prestressing of concrete — Test methods — Part 1: Reinforcing bars, rods and wire

This resource does not CITE any other resources.
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