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ASTM C465-23

Current Revision

Standard Specification for Processing Additions for Use in the Manufacture<brk/> of Hydraulic Cements

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1.1 This specification pertains to the criteria and tests to be used for determining whether a(n) organic or inorganic processing addition, when used in the recommended amount at the option of the cement producer in the manufacture of hydraulic cements, meets the requirements as prescribed by definition in Specifications C150/C150M, C1157/C1157M, C845/C845M, and C595/C595M. The materials listed in the following former ASTM Specifications shall be considered as meeting the organic processing additions requirements of this specification:

 

C150/C150M – 62, for Portland Cement

 

 

C205 – 58 T, for Portland Blast-Furnace Slag Cement

 

 

C340 – 58 T, for Portland Pozzolan Cement

 

 

C358 – 58, for Slag Cement

 

 

1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.

1.3 The following safety hazards caveat pertains only to the test methods described in this specification. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.

1.4 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.


This specification covers the criteria and tests to be used for determining whether a processing addition meets the requirement. When proposed addition is accepted for general use in Portland cement, tests shall be made on cements prepared from at least five different clinkers. These clinkers shall represent two Type I cements, one Type II cement, and two Type III cements. Processing additions shall be evaluated by comparing cements containing the addition to otherwise identical cements from the same source without the addition, or containing a processing addition. The compressive strength and flexural strength of the concrete made with cement containing the addition shall be compared with strengths obtained with the control cement at similar ages. The properties of the materials shall be determined through the following tests in accordance with the following standard: chemical analysis of the cement, compound composition, fineness of cement, normal consistency, time of setting, autoclave expansion, air content of mortar, compressive strength of mortar, and drying shrinkage of mortar.


SDO ASTM: ASTM International
Document Number C465
Publication Date July 15, 2023
Language en - English
Page Count 5
Revision Level 23
Supercedes
Committee C01.20
Publish Date Document Id Type View
July 15, 2023 C0465-23 Revision
July 1, 2022 C0465-22 Revision
April 1, 2019 C0465-19 Revision
April 1, 2018 C0465-18 Revision
April 15, 2016 C0465-16 Revision
Feb. 1, 2010 C0465-10 Revision
May 15, 2009 C0465-09 Revision
Feb. 10, 1999 C0465-99 Revision
July 1, 2005 C0465-99R05 Reaffirmation