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This specification covers non-asbestos fiber-cement pipe intended for use in storm-water drainage of highways, airports, farms, foundations, and other similar drainage systems. The pipes shall be classified as Type I and Type II. Fiber-cement drain pipes shall be composed of an intimate mixture of an inorganic hydraulic binder or a calcium silicate binder formed by the chemical reaction of a siliceous material and a calcareous material reinforced by organic fibers, inorganic non-asbestos fibers, or both. Crushing strength test shall be performed to conform to the specified requirements.
This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.
1.1 This specification covers non-asbestos fiber-cement pipe intended for use in storm-water drainage of highways, airports, farms, foundations, and other similar drainage systems.
1.2 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
Note 1: Experience has shown that the successful performance of this product depends upon the proper selection of the pipe strength, the type of bedding and backfill, care that the installation conforms to the construction specifications, and provision for adequate inspection at the construction site. This specification does not include requirements for bedding, backfill, the relationship between field load conditions and the strength designation of the pipe, or durability. These requirements should be included in the project specification.
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.
2. Referenced Documents (purchase separately) The documents listed below are referenced within the subject standard but are not provided as part of the standard.
ISO StandardsISO 2859 –1: 1999 Sampling Procedures for Inspection by Attributes Part 1: Sampling Schemes Indexed by Acceptance Quality Limit (AQL) for Lot-by-Lot Inspection ISO 390: 1993 Products in Fibre Reinforced Cement--Sampling and Inspection Available from International Organization for Standardization (ISO), 1 rue de Varemb, Case postale 56, CH-1211, Geneva 20, Switzerland. ISO 3951: 1989 Sampling Procedures and Charts for Inspection by Variables for Percent Nonconforming
C150 Specification for Portland Cement
C497 Test Methods for Concrete Pipe, Manhole Sections, or Tile
C500 Test Methods for Asbestos-Cement Pipe
C595 Specification for Blended Hydraulic Cements
C1154 Terminology for Non-Asbestos Fiber-Reinforced Cement Products
Federal StandardFed. Std. No. 123 Marking for Shipment and (Civil Agencies) Available from Standardization Documents Order Desk, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5904 Attn: NPODS.
Military StandardsMIL-STD-105 Sampling Procedures and Tables for Inspection by Attributes Available from the Uniform Classification Commission, Room 1106, 222 S, Riverside Plaza, Chicago, IL 60606. MIL-STD-129 Marking for Shipment and Storage MIL-STD-414 Sampling Procedures and Tables for Inspection by Variables for Percent Defective
Other StandardsNational Motor Freight Classification Rules Avail Uniform Freight Classification Rules
UNSPSC Code 30111600(Cement and lime)
ASTM C1450 / C1450M-04(2014), Standard Specification for Non-Asbestos Fiber-Cement Storm Drain Pipe, ASTM International, West Conshohocken, PA, 2014, www.astm.orgBack to Top