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ASTM C1478M-03(2006)

(Specification)

Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)

Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)

SCOPE
1.1 This specification covers the minimum performance and material requirements for resilient connectors used for connections between precast reinforced concrete storm sewer structures conforming to Specification C 478 and pipes, and between precast reinforced concrete pipe and laterals for storm drainage systems.
1.1.1 These connectors are designed to prevent soil migration between the pipe and storm sewer structure, and between the pipe and lateral.
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are for information only. This specification is the Metric counterpart of Specification C 1478.
Note 1—This specification covers the design, material, and performance of the resilient connection only. Connections covered by this specification are adequate for hydrostatic pressures up to 41 kPa (4.3 m) without leakage when tested in accordance with Section . Infiltration quantities for an installed system are dependent upon many factors other than the connections between storm sewer structures and pipe, and allowable quantities must be covered by other specifications and suitable testing of the installed pipeline and system.
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 requirements prior to use. For a specific warning statement, see 7.2.4.

General Information

Status
Historical
Publication Date
31-Jan-2006
ICS
13.060.30 - Sewage water
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.06 - Manholes and Specials
Current Stage
Ref Project

Relations

Replaces
ASTM C1478M-03 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
Effective Date
01-Feb-2006
Replaced By
ASTM C1478M-07 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
Effective Date
01-Mar-2007

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ASTM C1478M-03(2006) - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)ASTM C1478M-03(2006) - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
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ASTM C1478M-03(2006) - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C 1478M – 03 (Reapproved 2006)
METRIC
Standard Specification for
Storm Drain Resilient Connectors Between Reinforced
Concrete Storm Sewer Structures, Pipes, and Laterals
1
[Metric]
This standard is issued under the fixed designation C 1478M; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope 2. Referenced Documents
2
1.1 This specification covers the minimum performance and 2.1 ASTM Standards:
material requirements for resilient connectors used for connec- A 493 Specification for Stainless Steel Wire and Wire Rods
tions between precast reinforced concrete storm sewer struc- for Cold Heading and Cold Forging
tures conforming to Specification C 478 and pipes, and be- A 666 Specification for Annealed or Cold-Worked Austen-
tween precast reinforced concrete pipe and laterals for storm itic Stainless Steel Sheet, Strip, Plate, and Flat Bar
drainage systems. C 478 Specification for Precast Reinforced Concrete Man-
1.1.1 These connectors are designed to prevent soil migra- hole Sections
tion between the pipe and storm sewer structure, and between C 822 Terminology Relating to Concrete Pipe and Related
the pipe and lateral. Products
1.2 The values stated in SI units are to be regarded as D 395 Test Methods for Rubber Property—Compression
standard. The values given in parentheses are for information Set
only. This specification is the Metric counterpart of Specifica- D 412 Test Methods for Vulcanized Rubber and Thermo-
tion C 1478. plastic Elastomers—Tension
D 471 Test Method for Rubber Property—Effect of Liquids
NOTE 1—This specification covers the design, material, and perfor-
D 543 Practices for Evaluating the Resistance of Plastics to
mance of the resilient connection only. Connections covered by this
Chemical Reagents
specification are adequate for hydrostatic pressures up to 41 kPa (4.3 m)
without leakage when tested in accordance with Section 7. Infiltration D 573 Test Method for Rubber—Deterioration in an Air
quantities for an installed system are dependent upon many factors other
Oven
than the connections between storm sewer structures and pipe, and
F 624 Guide for Evaluation of Thermoplastic Polyurethane
allowable quantities must be covered by other specifications and suitable
Solids and Solutions for Biomedical Applications
testing of the installed pipeline and system.
D 746 Test Method for Brittleness Temperature of Plastics
1.3 This standard does not purport to address all of the
and Elastomers by Impact
safety concerns, if any, associated with its use. It is the
D 883 Terminology Relating to Plastics
responsibility of the user of this standard to establish appro-
D 1171 Test Method for Rubber Deterioration—Surface
priate safety and health practices and determine the applica-
Ozone Cracking Outdoors or Chamber (Triangular Speci-
bility of regulatory requirements prior to use. For a specific
mens)
warning statement, see 7.2.4.
D 1566 Terminology Relating to Rubber
D 2240 Test Method for Rubber Property—Durometer
Hardness
3. Terminology
3.1 Definitions:
1
This specification is under the jurisdiction of ASTM Committee C13 on
2
Concrete Pipe and is the direct responsibility of Subcommittee C13.06 on Manholes For referenced ASTM standards, visit the ASTM website, www.astm.org, or
and Specials. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Feb. 1, 2006. Published February 2006. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 2003. Last previous edition approved in 2003 as C 1478M – 03. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C 1478M – 03 (2006)
3.1.1 Terms relating to plastics and rubber shall be as tor and the storm sewer structure wall and (2) between the
defined in Terminologies D 883 and D 1566, respectively. connector and the pipe.The seal between the connector and the
3.1.2 Terms relating to precast concrete pipe, manholes, and storm sewer structure wall shall be made by either mechanical
related products shall be as defined in Terminology C 822. means, compression of the resilient material between the
3.2 Definitions of Terms Specific to This Standard: outside surface of the pipe and the pipe opening in the storm
3.2.1 connector—the entire assembly, including resilient sewer structure wall, or by casting the connector integrally
seals and metallic or nonmetallic mechanical devices, if any, with the storm sewer structure wall. The seal
...

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Equipment  
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Animal Culture Maintenance  
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Experimental Design  
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Inoculation  
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Culling  
11.3  
Addition of Test Material  
11.4  
Measurements  
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Reinoculations  
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Analytical Methodology  
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Data Processing  
13  
Calculations of Variables from Measurements  
14  
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5.1 The principal characteristic of geomembranes is their intrinsically low permeability to a broad range of gases, vapors, and liquids, both as single-component fluids and as complex mixtures of many constituents. As low-permeable materials, geomembranes are being used in a wide range of engineering applications in geotechnical, environmental, and transportation areas as barriers to control the migration of mobile fluids and their constituents. The range of potential permeants is broad and the service conditions can differ greatly. This guide shows users test methods available for determining the permeability of geomembranes to various permeants.  
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