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Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications
STANDARD published on 1.2.2011
Designation standards: ASTM D2321-11
Note: WITHDRAWN
Publication date standards: 1.2.2011
SKU: NS-20028
The number of pages: 12
Approximate weight : 36 g (0.08 lbs)
Country: American technical standard
Category: Technical standards ASTM
Keywords:
backfill, bedding, compaction, embedment, haunching, migration, sewer pipe, soil stiffness, thermoplastic, underground installation, Backfill, Deflection--plastics, Gravity sewer pipe, Haunching, Sewer pipe (thermoplastic), Thermoplastic pipe/tube/fittings, Underground installation--water supply/distribution systems, ICS Number Code 23.040.20 (Plastic pipes)
| Significance and Use | ||||||||||||||||||||||||||||||||||||||||||||||||
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This practice is for use by designers and specifiers, installation contractors, regulatory agencies, owners, and inspection organizations who are involved in the construction of sewers and other gravity-flow applications that utilize flexible thermoplastic pipe. As with any standard practice, modifications may be required for specific job conditions or for special local or regional conditions. Recommendations for inclusion of this practice in contract documents for a specific project are given in Appendix X2. |
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| 1. Scope | ||||||||||||||||||||||||||||||||||||||||||||||||
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1.1 This practice provides recommendations for the installation of buried thermoplastic pipe used in sewers and other gravity-flow applications. These recommendations are intended to ensure a stable underground environment for thermoplastic pipe under a wide range of service conditions. However, because of the numerous flexible plastic pipe products available and the inherent variability of natural ground conditions, achieving satisfactory performance of any one product may require modification to provisions contained herein to meet specific project requirements. 1.2 The scope of this practice necessarily excludes product performance criteria such as minimum pipe stiffness, maximum service deflection, or long term strength. Thus, it is incumbent upon the product manufacturer, specifier, or project engineer to verify and assure that the pipe specified for an intended application, when installed according to procedures outlined in this practice, will provide a long term, satisfactory performance according to criteria established for that application. A commentary on factors important in achieving a satisfactory installation is included in Appendix X1. |
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| 2. Referenced Documents | ||||||||||||||||||||||||||||||||||||||||||||||||
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