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ASTM C1478M-07

(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.
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
28-Feb-2007
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(2006) - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
Effective Date
01-Mar-2007
Replaced By
ASTM C1478M-08 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
Effective Date
01-Mar-2008

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ASTM C1478M-07 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)ASTM C1478M-07 - Standard Specification for Storm Drain Resilient Connectors Between Reinforced Concrete Storm Sewer Structures, Pipes, and Laterals (Metric)
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ASTM C1478M-07 - 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 – 07
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 C 913 Specification for Precast Concrete Water and Waste-
standard. The values given in parentheses are for information water Structures
only. This specification is the Metric counterpart of Specifica- D 395 Test Methods for Rubber Property—Compression
tion C 1478. Set
D 412 Test Methods for Vulcanized Rubber and Thermo-
NOTE 1—This specification covers the design, material, and perfor-
plastic Elastomers—Tension
mance of the resilient connection only. Connections covered by this
D 471 Test Method for Rubber Property—Effect of Liquids
specification are adequate for hydrostatic pressures up to 41 kPa (4.3 m)
without leakage when tested in accordance with Section 7. Infiltration D 543 Practices for Evaluating the Resistance of Plastics to
quantities for an installed system are dependent upon many factors other
Chemical Reagents
than the connections between storm sewer structures and pipe, and
D 573 Test Method for Rubber—Deterioration in an Air
allowable quantities must be covered by other specifications and suitable
Oven
testing of the installed pipeline and system.
F 624 Guide for Evaluation of Thermoplastic Polyurethane
1.3 This standard does not purport to address all of the
Solids and Solutions for Biomedical Applications
safety concerns, if any, associated with its use. It is the
D 746 Test Method for Brittleness Temperature of Plastics
responsibility of the user of this standard to establish appro-
and Elastomers by Impact
priate safety and health practices and determine the applica-
D 883 Terminology Relating to Plastics
bility of regulatory requirements prior to use. For a specific
D 1171 Test Method for Rubber Deterioration—Surface
warning statement, see 7.2.4.
Ozone Cracking Outdoors or Chamber (Triangular Speci-
mens)
D 1566 Terminology Relating to Rubber
D 2240 Test Method for Rubber Property—Durometer
Hardness
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 March 1, 2007. Published March 2007. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 2003. Last previous edition approved in 2006 as C 1478M – 03 (2006). 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 – 07
NOTE 2—For more information about wastewater structures, see Speci- NOTE 3—Experience has shown that successful performance of this
fication C 913.
product depends on the type of bedding and backfill and the care in the
field installation of the manhole storm sewer structure and connecting
3. Terminology
pipes.Theowneriscautionedtorequireinspectionattheconstructionsite.
3.1 Definitions:
5. Principles of Design
3.1.1 Terms relating to plastics and rubber shall be as
defined in Terminologies D 883 and D 1566, respectively.
5.1 The design of the connector shall be such that positive
3.1.2 Terms relating to precast concrete pipe, manholes, and
seal is accomplished at two locations: (1) between the connec-
related products shall be as defined in Terminology C 822.
tor and the storm sewe
...

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5.1 Domestic wastewater headspace environments are corrosive due to the presence of sewer gases and sulfuric acid generated during the biogenic sulfide corrosion process.5 This operating procedure provides an accelerated exposure to sewer gases and concentration of sulfuric acid commonly produced by bacteria within these sewer environments.6  
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1.3 Modification of these procedures might be justified by special needs or circumstances. Although using appropriate procedures is more important than following prescribed procedures, results of tests conducted using unusual procedures are not likely to be comparable to results of many other tests. Comparison of results obtained using modified and unmodified versions of these procedures might provide useful information concerning new concepts and procedures for conducting multi-trophic level tests.  
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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  
9.1  
Stock Solution  
9.2  
Nutrient Control  
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Test Organisms  
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Animals  
10.2  
Specificity of Organisms  
10.3  
Sources  
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Algal Culture Maintenance  
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  
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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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Standard Specification for Silica-Based Sediments for the Evaluation of Stormwater Treatment Devices

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1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Silica-based sediment is considered hazardous under the OSHA Hazard Communications Standard (29 CFR 1910.1200).  
1.6 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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