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ASTM C1504-04(2010)

Historical Reaffirmation

Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains

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1.1 This specification covers single-cell precast conventionally reinforced concrete three-sided structures intended to be used for the construction of culverts and for the conveyance of storm water.

1.2 A complete metric companion to Specification C1504 has been developedC1504M; therefore, no metric equivalents are presented in this specification.

Note 1—This specification is primarily a manufacturing and purchasing specification. The successful performance of this product depends upon the proper selection of the geometric section, bedding, backfill, and care that the installation conforms to the construction specifications. The purchaser of the precast reinforced concrete three-sided structure specified herein is cautioned that he must properly correlate the loading conditions and the field requirements with the geometric section specified and provide for inspection at the construction site.

1.3 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 non-conformance with the standard.


This specification covers single-cell precast conventionally reinforced concrete three-sided structures intended to be used for the construction of culverts and for the conveyance of storm water. Precast reinforced concrete three-sided structures manufactured shall be designated by span, rise, and design earth cover. The reinforced concrete shall consist of cement, fly ash, ground granulated blast-furnace slag, aggregates, admixtures and blends, steel reinforcements, and synthetic fibers. The aggregates shall be sized, graded, proportioned, and mixed with such proportions of cementitious materials and water as will produce a homogeneous concrete mixture. The concrete shall be subjected to either steam curing, water curing, or membrane curing. Compression tests for determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the structure compacted and cured in like manner as the three-sided section, or on cores drilled from the three-sided section.


SDO ASTM: ASTM International
Document Number C1504
Publication Date July 1, 2010
Language en - English
Page Count 5
Revision Level 04(2010)
Supercedes
Committee C13.07
Publish Date Document Id Type View
Sept. 15, 2020 C1504-20 Revision
July 15, 2019 C1504-19 Revision
Feb. 1, 2016 C1504-16 Revision
Oct. 1, 2015 C1504-15A Revision
Jan. 15, 2015 C1504-15E01 Revision
Jan. 15, 2015 C1504-15 Revision
Feb. 1, 2014 C1504-14 Revision
July 1, 2013 C1504-13A Revision
Feb. 15, 2013 C1504-13 Revision
Oct. 8, 2007 C1504-04E02 Revision
Oct. 1, 2004 C1504-04E01 Revision
Oct. 1, 2004 C1504-04 Revision
May 10, 2003 C1504-03 Revision
July 10, 2002 C1504-02 Revision
Sept. 10, 2001 C1504-01E01 Revision
Sept. 10, 2001 C1504-01 Revision
July 1, 2010 C1504-04R10 Reaffirmation