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ASTM C890-12

Historical Revision

Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures

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1.1 This practice describes the minimum loads to be applied when designing monolithic or sectional precast concrete water and wastewater structures with the exception of concrete pipe, box culverts, utility structures, and material covered in Specification C478.

1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.

1.3 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.


4.1 This practice is intended to standardize the minimum loads to be used to structurally design a precast product.

4.2 The user is cautioned that he must properly correlate the anticipated field conditions and requirements with the design loads. Field conditions may dictate loads greater than minimum.

SDO ASTM: ASTM International
Document Number C890
Publication Date Sept. 15, 2012
Language en - English
Page Count 5
Revision Level 12
Supercedes
Committee C27.30
Publish Date Document Id Type View
Aug. 1, 2021 C0890-21 Revision
July 1, 2019 C0890-19 Revision
Jan. 15, 2013 C0890-13 Revision
Sept. 15, 2012 C0890-12 Revision
Jan. 1, 2006 C0890-06 Revision
June 10, 1999 C0890-91R99E01 Revision
May 1, 2011 C0890-06R11 Reaffirmation