ASTM C1798/C1798M-16e1
Standard Specification for Returned Fresh Concrete for Use in a New Batch of Ready-Mixed Concrete

Standard No.

ASTM C1798/C1798M-16e1

Release Date

2016

Published By

American Society for Testing and Materials (ASTM)

Status

Be replaced

Replace By

ASTM C1798/C1798M-19

Latest

ASTM C1798/C1798M-19

Scope

1.1 This specification covers returned fresh concrete for use in a new batch of ready-mixed concrete. Requirements for returned fresh concrete shall be either as hereinafter specified or as specified by the purchaser. In any case where the requirements of the purchaser differ from those in this specification, the purchaser’s requirements shall govern. This specification does not cover the placement, consolidation, curing, or protection of the concrete after delivery to the purchaser.

1.2 This specification by itself shall not grant permission to the manufacturer to use returned fresh concrete in a new batch of concrete.

Note 1: The permission to use returned fresh concrete may be addressed in purchase documents, which may reference this specification.

1.3 Returned fresh concrete in a quantity of less than 450 kg [1000 lb] or 0.2 m³ [0.25 yd³] shall not be subject to this specification.

1.4 The values stated in either SI units or inch-pound 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 nonconformance with the standard.

1.5 The text of this standard references notes and footnotes, which provide explanatory information. These notes and footnotes shall not be considered as requirements of the standard.

1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged use.2)

ASTM C1798/C1798M-16e1 Referenced Document

• ASTM C1064/C1064M Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete
• ASTM C125 Standard Terminology Relating to Concrete and Concrete Aggregates
• ASTM C494/C494M Standard Specification for Chemical Admixtures for Concrete
• ASTM C94/C94M Standard Specification for Ready-Mixed Concrete

ASTM C1798/C1798M-16e1 history

• 2019 ASTM C1798/C1798M-19 Standard Specification for Returned Fresh Concrete for Use in a New Batch of Ready-Mixed Concrete
• 2016 ASTM C1798/C1798M-16e1 Standard Specification for Returned Fresh Concrete for Use in a New Batch of Ready-Mixed Concrete
• 2016 ASTM C1798-16 Standard Specification for Returned Fresh Concrete for Use in a New Batch of Ready-Mixed Concrete