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ASTM F 1668 : 2016 : REDLINE

Current

Current

The latest, up-to-date edition.

Standard Guide for Construction Procedures for Buried Plastic Pipe

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PDF

Language(s)

English

Published date

09-02-2016

CONTAINED IN VOL. 08.04, 2018 Specifies installation techniques and considerations for open-cut construction of buried pipe.

1.1This guide describes installation techniques and considerations for open-cut construction of buried pipe. Although this guide was developed for plastic pipe, the concepts of providing the appropriate soil support, care in handling, correct joining techniques, proper soil compaction methods, and prevention of installation damage may apply to any pipe.

1.1.1Plastic pipe refers to thermoplastic and fiberglass pipe.

1.1.2Thermoplastic pipe refers to pipe fabricated from polyvinyl chloride (PVC), polyethylene (PE), acrylonitrile-butadiene styrene (ABS), cross-linked polyethylene (PEX), chlorinated polyvinyl chloride (CPVC), or polypropylene (PP). A list of specifications for these products is given in Appendix X2.

1.1.3Fiberglass pipe refers to a glass-fiber-reinforced thermosetting-resin pipe. A list of ASTM specifications for these products is given in Appendix X2.

Note 1:Appendix X2 cannot be considered inclusive because there may be unlisted, recently adopted ASTM specifications for new products that may be installed using this guide.

Note 2:Only a few of the ASTM specifications listed in Appendix X2 include the associated fittings. While this guide applies to the installation of pipe, couplings, and fittings, no attempt was made to list all the possible fitting specifications that may be used in conjunction with the pipe specifications. Consult each specification or manufacturer for appropriate fitting standards.

1.1.4For simplification, the term pipe will be used in this document to mean pipe sections, fittings, and couplings.

1.2This guide contains general construction information applicable for plastic pipe and supplements the installation standards for the various types of pipe as described in Practices D2321, D2774, D3839, F690, and Guide F645.

Note 3:This guide is not applicable for gas pipe applications as additional requirements may apply.

1.3Flexible pipe, such as thermoplastic and fiberglass, are typically designed to rely on the stiffness of the soil surrounding the pipe for support. The contract documents should describe the requirements of an appropriate soil support system. The construction practices described in this guide can be instrumental in attaining the required soil stiffness.

1.3.1A discussion of the interaction between a buried pipe and the surrounding soil and the importance of attaining proper soil support is in Appendix X1.

1.3.2Following these guidelines will be helpful in preventing local deformations in the pipe.

1.4This guide does not cover underwater installation, pipe that needs to be supported on piling, perforated pipe used for drainage, or gas pipelines.

1.5Pipelines through areas described as “expansive soils,” “collapsing soils,” landfills or water-logged land (such as swamps) should be constructed using site-specific installation procedures and are not discussed in this guide.

1.6This guide is not intended to cover all situations. Specific pipe characteristics, fluid transported, local site conditions, environmental concerns, or manufacturer's recommendations may require different guidelines.

1.7The construction practices presented in this guide may be affected by the installation requirements of owners, specifying organizations, or regulatory agencies for pipelines crossing roads and highways, other pipelines or cables, or waterways such as streams, drainage channels, or floodways.

1.8Culverts or pipe that are used as passages through water retaining embankments (for example, earth dams) may be constructed using the principles of this guide, if appropriate provisions are made to prevent water movement along the outside of the pipe (using impervious soils, cutoff collars, head walls, etc.).

1.9The values stated in SI units are to be regarded as the standard. The inch-pound units in parentheses are given for information only.

Note 4:There is no similar or equivalent ISO standard covering the primary subject matter of this guide.

1.10This 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.

Committee
F 17
DocumentType
Redline
Pages
16
PublisherName
American Society for Testing and Materials
Status
Current

AWWA M45 : 3 FIBERGLASS PIPE DESIGN
ASTM D 3839 : 2014 : REDLINE Standard Guide for Underground Installation of “Fiberglass” (Glass-Fiber Reinforced Thermosetting-Resin) Pipe
ASTM F 2896 : 2011 : R2017 Standard Specification for Reinforced Polyethylene Composite Pipe For The Transport Of Oil And Gas And Hazardous Liquids
ASTM D 2774 : 2012 : REDLINE Standard Practice for Underground Installation of Thermoplastic Pressure Piping
ASTM F 2896 : 2011 Standard Specification for Reinforced Polyethylene Composite Pipe For The Transport Of Oil And Gas And Hazardous Liquids

ASTM D 2774 : 2012 : REDLINE Standard Practice for Underground Installation of Thermoplastic Pressure Piping
AWWA C904 : 2016 CROSSLINKED POLYETHYLENE (PEX) PRESSURE TUBING, 1/2 IN. (13 MM) THROUGH 3 IN. (76 MM), FOR WATER SERVICE
ASTM F 477 : 2014 : REDLINE Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
ASTM D 2167 : 2015 : REDLINE Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method
ASTM D 3839 : 2014 : REDLINE Standard Guide for Underground Installation of “Fiberglass” (Glass-Fiber Reinforced Thermosetting-Resin) Pipe
ASTM D 6938 : 2017-03 TEST METHOD FOR IN-PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL-AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH)
ASTM D 698 : 2013-05 TEST METHODS FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT (12400 FT-LBF/FT[3] (600 KN-M/M[3]))
ASTM D 2855 : 2015 : REDLINE Standard Practice for the Two-Step (Primer and Solvent Cement) Method of Joining Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) Pipe and Piping Components with Tapered Sockets
ASTM D 5030 : 2004 Standard Test Method for Density of Soil and Rock in Place by the Water Replacement Method in a Test Pit
ASTM D 4254 : 2016 : REDLINE Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density
ASTM F 913 : 2002 : EDT 1 Standard Specification for Thermoplastic Elastomeric Seals (Gaskets) for Joining Plastic Pipe
ASTM D 4959 : 2016 : REDLINE Standard Test Method for Determination of Water Content of Soil By Direct Heating
ASTM D 5080 : 2017 : REDLINE Standard Test Method for Rapid Determination of Percent Compaction
ASTM D 4253 : 2016 : REDLINE Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table
ASTM D 653 : 2014 : REDLINE Standard Terminology Relating to Soil, Rock, and Contained Fluids
AWWA C651 : 2014 DISINFECTING WATER MAINS

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