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ASTM International - ASTM F2787-09

Standard Practice for Structural Design of Thermoplastic Corrugated Wall Stormwater Collection Chambers

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Organization: ASTM International
Publication Date: 1 August 2009
Status: inactive
Page Count: 26
ICS Code (Other rubber and plastics products): 83.140.99
significance And Use:

This practice provides a rational method for structural design of thermoplastic stormwater chambers. The loads, capacities, and limit states are based on accepted load and resistance factor design... View More

scope:

1.1 This practice standardizes structural design of thermoplastic corrugated wall arch-shaped chambers used for collection, detention, and retention of stormwater runoff. The practice is for chambers installed in a trench or bed and subjected to earth and live loads. Structural design includes the composite system made up of the chamber arch, the chamber foot, and the soil envelope. Relevant recognized practices include design of thermoplastic culvert pipes and design of foundations.

1.2 This practice standardizes methods for manufacturers of buried thermoplastic structures to design for the time dependent behavior of plastics using soil support as an integral part of the structural system. This practice is not applicable to thermoplastic structures that do not include soil support as a component of the structural system.

1.3 This practice is limited to structural design and does not provide guidance on hydraulic, hydrologic, or environmental design considerations that may need to be addressed for functional use of stormwater collection chambers.

1.4 Stormwater chambers are most commonly embedded in open graded, angular aggregate which provide both structural support and open porosity for water storage. Should soils other than open graded, angular aggregate be specified for embedment, other installation and functional concerns may need to be addressed that are outside the scope of this practice.

1.5 Chambers are produced in arch shapes to meet classifications that specify chamber rise, chamber span, minimum foot width, minimum wall thickness, and minimum arch stiffness constant. Chambers are manufactured with integral footings.

1.6 Polypropylene chamber classifications are found in Specification F 2418. Specification F 2418 also specifies chamber manufacture and qualification.

1.7 This practice is applicable to design in inch-pound units. The SI units in parenthesis are given for information only.

1.8 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.

Document History

February 1, 2018
Standard Practice for Structural Design of Thermoplastic Corrugated Wall Stormwater Collection Chambers
1.1 This practice standardizes structural design of thermoplastic corrugated wall arch-shaped chambers used for collection, detention, and retention of stormwater runoff. The practice is for chambers...
April 1, 2013
Standard Practice for Structural Design of Thermoplastic Corrugated Wall Stormwater Collection Chambers
1.1 This practice standardizes structural design of thermoplastic corrugated wall arch-shaped chambers used for collection, detention, and retention of stormwater runoff. The practice is for chambers...
April 1, 2011
Standard Practice for Structural Design of Thermoplastic Corrugated Wall Stormwater Collection Chambers
1.1 This practice standardizes structural design of thermoplastic corrugated wall arch-shaped chambers used for collection, detention, and retention of stormwater runoff. The practice is for chambers...
ASTM F2787-09
August 1, 2009
Standard Practice for Structural Design of Thermoplastic Corrugated Wall Stormwater Collection Chambers
1.1 This practice standardizes structural design of thermoplastic corrugated wall arch-shaped chambers used for collection, detention, and retention of stormwater runoff. The practice is for chambers...
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