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ASTM C507M-12

Historical Revision

Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)

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1.1 This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts.

1.2 Pipe designed for placement with the major axis horizontal shall be designated as Horizontal Elliptical Pipe. Pipe designed for placement with the major axis vertical shall be designated as Vertical Elliptical Pipe.

1.3 This specification is the SI companion to Specification C507.

Note 1—This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.


This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, storm water, and for the construction of culverts. Pipe design based on its major axis shall be designated as horizontal and vertical elliptical pipe. 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 combination of cementitious materials used in the concrete shall only be one of the following: Portland cement, Portland blast furnace slag cement, slag modified Portland cement, Portland pozzolan cement, a combination of Portland cement and ground granulated blast-furnace slag, a combination of Portland cement and fly ash, a combination of Portland cement, ground granulated blast-furnace slag, and fly ash. Collated fibrillated virgin polypropylene fibers may be used. Design of pipe such as size, shape, special designs, and area, shall be as listed in the specification. Circumferential, longitudinal, and joint reinforcements shall meet the requirements of this specification. Mixture and curing of pipe shall conform to the requirements of this specification. Compression tests determining concrete compressive strength may be made on either standard rodded concrete cylinders or concrete cylinders compacted and cured in like manner as the pipe, or on cores drilled from the pipe. Pipe may be repaired because of imperfections in manufacture or damage during handling and shall be acceptable if the repaired pipe conforms to the requirements of this specification.


SDO ASTM: ASTM International
Document Number C507
Publication Date May 1, 2012
Language en - English
Page Count 10
Revision Level 12
Supercedes
Committee C13.02
Publish Date Document Id Type View
Sept. 1, 2022 C0507M-22 Revision
Sept. 1, 2020 C0507M-20 Revision
July 15, 2019 C0507M-19A Revision
July 1, 2019 C0507M-19 Revision
Oct. 1, 2018 C0507M-18 Revision
Nov. 1, 2016 C0507M-16 Revision
Oct. 15, 2015 C0507M-15 Revision
Feb. 1, 2014 C0507M-14 Revision
April 1, 2013 C0507M-13B Revision
Feb. 15, 2013 C0507M-13A Revision
Jan. 15, 2013 C0507M-13 Revision
Sept. 15, 2012 C0507M-12A Revision
May 1, 2012 C0507M-12 Revision
Feb. 1, 2011 C0507M-11 Revision
Oct. 1, 2010 C0507M-10B Revision
April 1, 2010 C0507M-10AE01 Revision
Feb. 1, 2010 C0507M-10A Revision
Feb. 1, 2010 C0507M-10 Revision
June 1, 2009 C0507M-09 Revision
April 15, 2008 C0507M-08A Revision
Jan. 15, 2008 C0507M-08 Revision
March 15, 2007 C0507M-07 Revision
Oct. 1, 2005 C0507M-05B Revision
May 15, 2005 C0507M-05A Revision
Feb. 1, 2005 C0507M-05 Revision
July 10, 2002 C0507M-02 Revision
May 10, 2000 C0507M-00 Revision