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ASTM C76M-16

Historical Revision

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

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

1.2 This specification is the SI companion to Specification C76; therefore, no inch-pound equivalents are presented in this specification. Reinforced concrete pipe that conform to the requirements of C76 are acceptable under this Specification C76M unless prohibited by the Owner.

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, controlled manufacture in the plant, and care and installation conforms to the 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.

Note 2: Attention is called to the specification for reinforced concrete D-load culvert, storm drain, and sewer pipe (ASTM Designation C655M).


This specification covers reinforced concrete culvert, storm drain, and sewer pipe. The pipe manufactured with this specification shall be of five classes: Class I, Class II, Class III, Class IV, and Class V. The strength requirements for each class are specified. The reinforced concrete shall consists of: cementitious materials, mineral aggregates, and water. Cementitious materials are the following: cement, ground granulated blast-furnace slag, fly ash, and allowable combinations of cementitious materials. Other materials include: admixtures and blends, steel reinforcement, and synthetic fibers. Design tables and modified of special designs are given. Reinforcements are the following: circumferential reinforcement, longitudinal reinforcement, and joint reinforcement for rubber and non-rubber gasket joints. The physical properties shall conform to the required test for external load crushing strength. The following concrete tests shall be done: compression testing of cylinders, compression testing of cores, absorption test, and equipment test.


SDO ASTM: ASTM International
Document Number C76
Publication Date Nov. 1, 2016
Language en - English
Page Count 12
Revision Level 16
Supercedes
Committee C13.02
Publish Date Document Id Type View
Sept. 1, 2022 C0076M-22A Revision
March 1, 2022 C0076M-22 Revision
Sept. 1, 2020 C0076M-20 Revision
Dec. 1, 2019 C0076M-19B Revision
July 1, 2019 C0076M-19A Revision
Jan. 1, 2019 C0076M-19 Revision
Oct. 1, 2018 C0076M-18A Revision
April 1, 2018 C0076M-18 Revision
Nov. 1, 2016 C0076M-16 Revision
Oct. 1, 2015 C0076M-15 Revision
Feb. 1, 2014 C0076M-14 Revision
March 1, 2013 C0076M-13A Revision
Jan. 15, 2013 C0076M-13 Revision
Sept. 15, 2012 C0076M-12A Revision
May 1, 2012 C0076M-12 Revision
Feb. 1, 2011 C0076M-11 Revision
April 1, 2010 C0076M-10A Revision
Feb. 1, 2010 C0076M-10 Revision
April 15, 2008 C0076M-08A Revision
Jan. 15, 2008 C0076M-08 Revision
March 15, 2007 C0076M-07 Revision
Oct. 1, 2005 C0076M-05B Revision
May 15, 2005 C0076M-05A Revision
Feb. 1, 2005 C0076M-05 Revision
July 1, 2004 C0076M-04 Revision
May 10, 2003 C0076M-03 Revision
Aug. 10, 2002 C0076M-02 Revision
June 10, 2000 C0076M-00 Revision