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ASTM C1478M-03

(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
30-Nov-2003
ICS
13.060.30 - Sewage water
Technical Committee
C13 - Concrete Pipe
Drafting Committee
C13.06 - Manholes and Specials
Current Stage
Ref Project

Relations

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

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ASTM C1478M-03 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)ASTM C1478M-03 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
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ASTM C1478M-03 - 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
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 A 493 Specification for Stainless Steel and Steel Wire and
Wire Rods for Cold Forging
1.1 This specification covers the minimum performance and
A 666 Specification for Annealed or Cold-Worked Austen-
material requirements for resilient connectors used for connec-
itic Stainless Steel Sheet, Plate, and Flat Bar
tions between precast reinforced concrete storm sewer struc-
C 478 Specification for Precast Reinforced Concrete Man-
tures conforming to Specification C 478 and pipes, and be-
hole Sections
tween precast reinforced concrete pipe and laterals for storm
C 822 Terminology Relating to Concrete Pipe and Related
drainage systems.
Products
1.1.1 These connectors are designed to prevent soil migra-
C 913 Specification for Precast Concrete Water and Waste-
tion between the pipe and storm sewer structure, and between
water Structures
the pipe and lateral.
D 395 Test Methods for Rubber Property—Compression
1.2 The values stated in SI units are to be regarded as
Set
standard. The values given in parentheses are for information
D 412 Test Methods for Vulcanized Rubber and Thermo-
only. This specification is the Metric counterpart of Specifica-
plastic Rubbers and Thermoplastic Elastomers—Tension
tion C 1478.
D 471 Test Method for Rubber Property—Effect of Liquids
NOTE 1—This specification covers the design, material, and perfor-
D 543 Test Method for Resistance of Plastics to Chemical
mance of the resilient connection only. Connections covered by this
Reagents
specification are adequate for hydrostatic pressures up to 41 kPa (4.3 m)
D 573 Test Method for Rubber—Deterioration in an Air
without leakage when tested in accordance with Section 7. Infiltration
Oven
quantities for an installed system are dependent upon many factors other
than the connections between storm sewer structures and pipe, and D 624 Test Method for Tear Strength of Conventional
allowable quantities must be covered by other specifications and suitable
Vulcanized Rubber and Thermoplastic Elastomers
testing of the installed pipeline and system.
D 746 Test Method for Brittleness Temperature of Plastics
and Elastomers by Impact
1.3 This standard does not purport to address all of the
D 883 Terminology Relating to Plastics
safety concerns, if any, associated with its use. It is the
D 1171 Test Method for Rubber Deterioration-Surface
responsibility of the user of this standard to establish appro-
Ozone Cracking Outdoors or Chamber (Triangular Speci-
priate safety and health practices and determine the applica-
mens)
bility of regulatory requirements prior to use. For a specific
D 1566 Terminology Relating to Rubber
warning statement, see 7.2.4.
D 2240 Test Method for Rubber Property—Durometer
2. Referenced Documents
Hardness
2
2.1 ASTM Standards:
3. Terminology
3.1 Definitions:
1
This specification is under the jurisdiction of ASTM Committee C13 on
3.1.1 Terms relating to plastics and rubber shall be as
Concrete Pipe and is the direct responsibility of Subcommittee C13.06 on Manholes
defined in Terminologies D 883 and D 1566, respectively.
and Specials.
3.1.2 Terms relating to precast concrete pipe, manholes, and
Current edition approved Dec. 1, 2003. Published December 2003.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
related products shall be as defined in Terminology C 822.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3.2 Definitions of Terms Specific to This Standard:
Standards volume information, refer to the standard’s Document Summary page on
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
3.2.1 connector—the entire assembly, including resilient outside surface of the pipe and the pipe opening in the storm
seals and metallic or nonmetallic mechanical devices, if any, sewer structure wall, or by casting the connector integrally
used therein. with the storm sewer structure wall. The seal between the
3.2.2 lateral—the small diameter pipe connected to the connector and the pipe shall be made by mechanical means or
main line pipe. by compression of the resilient material against the outside of
3.2.3 pipe—the inlet or outlet pipe connected to the man- the p
...

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Section  
Referenced Documents  
2  
Terminology  
3  
Summary of Practice  
4  
Significance and Use  
5  
Apparatus  
6  
Facilities  
6.1  
Container  
6.2  
Equipment  
6.3  
Hazards  
7  
Microcosm Components  
8  
Medium  
8.1  
Medium Preparation  
8.2  
Sediment  
8.3  
Microcosm Assembly  
8.4  
Test Material  
9  
General  
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Stock Solution  
9.2  
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Animals  
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Specificity of Organisms  
10.3  
Sources  
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10.5  
Animal Culture Maintenance  
10.6  
Procedure  
11  
Experimental Design  
11.1  
Inoculation  
11.2  
Culling  
11.3  
Addition of Test Material  
11.4  
Measurements  
11.5  
Reinoculations  
11.6  
Analytical Methodology  
12  
Data Processing  
13  
Calculations of Variables from Measurements  
14  
Statistical Analyses ...

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Standard Guide for Selection of Test Methods to Determine Rate of Fluid Permeation Through Geomembranes for Specific Applications

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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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1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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