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ASTM C1577-19b

Historical Revision

Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD

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1.1 This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage.

Note 1: This specification is primarily a manufacturing and purchasing specification. However, standard designs per the AASHTO LRFD Bridge Design Specifications are included and the criteria used to develop these designs are given in Appendix X1. The successful performance of this product depends upon the proper selection of the box section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete box sections specified herein is cautioned that proper correlation of the loading conditions and the field requirements with the box section specified, and provision for inspection at the construction site, are required.

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

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.


This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes and sewage. The reinforced concrete shall consist of cementitious materials, mineral aggregates and water, in which steel has been embedded in such a manner that the steel and concrete act together. The precast reinforced concrete box sections shall be produced with tongue and groove ends. The box section shall be cured using any of the following methods or combinations thereof: steam curing; water curing; and membrane curing. Compression tests for determining concrete compressive strength shall be allowed to be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the box sections, or on cores drilled from the box section.


SDO ASTM: ASTM International
Document Number C1577
Publication Date Sept. 1, 2019
Language en - English
Page Count 22
Revision Level 19b
Supercedes
Committee C13.07
Publish Date Document Id Type View
Nov. 15, 2020 C1577-20E01 Revision
Nov. 15, 2020 C1577-20 Revision
Sept. 1, 2019 C1577-19B Revision
July 15, 2019 C1577-19A Revision
April 1, 2019 C1577-19 Revision
Sept. 15, 2018 C1577-18 Revision
Jan. 1, 2017 C1577-17 Revision
Feb. 1, 2016 C1577-16 Revision
Oct. 1, 2015 C1577-15B Revision
April 1, 2015 C1577-15A Revision
Jan. 15, 2015 C1577-15 Revision
Sept. 15, 2014 C1577-14A Revision
Feb. 1, 2014 C1577-14 Revision
Sept. 1, 2013 C1577-13B Revision
July 1, 2013 C1577-13A Revision
Feb. 15, 2013 C1577-13 Revision
Nov. 1, 2012 C1577-12 Revision
Nov. 1, 2011 C1577-11A Revision
Sept. 15, 2011 C1577-11 Revision
March 15, 2010 C1577-10 Revision
Oct. 1, 2008 C1577-08 Revision
Sept. 1, 2007 C1577-07A Revision
March 1, 2007 C1577-07 Revision
May 1, 2006 C1577-06 Revision
June 1, 2005 C1577-05 Revision