ASTM C497M-04e1

Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]

SCOPE
1.1 These test methods cover testing of concrete pipe, manhole sections, and tile. The test methods described are used in production testing and acceptance testing to evaluate the properties provided for in the specifications.
1.2 The test methods appear in the following order:SectionExternal Load Crushing Strength4Flat Slab Top5Core Strength6Absorption7Hydrostatic8Permeability9Manhole Step10Cylinder Strength11
1.3 The test specimens shall not have been exposed to a temperature below 4°C for the 24 h immediately preceding the test.
1.4 If any test specimen fails because of mechanical reasons such as failure of testing equipment or improper specimen preparation, it shall be discarded and another specimen taken.
1.5 Specimens shall be selected in accordance with the specifications for the type of pipe or tile being tested.
1.6 These methods are the metric companion of Test Methods C 497.
1.7 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 consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 30-Sep-2004
• ICS: 23.040.50 - Pipes and fittings of other materials
• Technical Committee: C13 - Concrete Pipe
• Drafting Committee: C13.09 - Methods of Test

Relations

• Replaces: ASTM C497M-04 - Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]
• Effective Date: 01-Oct-2004
• Replaced By: ASTM C497M-05 - Standard Test Methods for Concrete Pipe, Manhole Sections, or Tile [Metric]
• Effective Date: 01-Oct-2005
• Referred By: ASTM C507M-22 - Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C361-22 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe
• Effective Date: 01-Oct-2004
• Referred By: ASTM C412M-19 - Standard Specification for Concrete Drain Tile (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C76M-22a - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C14M-20 - Standard Specification for Nonreinforced Concrete Sewer, Storm Drain, and Culvert Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C1619-20 - Standard Specification for Elastomeric Seals for Joining Concrete Structures
• Effective Date: 01-Oct-2004
• Referred By: ASTM C361M-22 - Standard Specification for Reinforced Concrete Low-Head Pressure Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C655M-19a - Standard Specification for Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C505M-19 - Standard Specification for Nonreinforced Concrete Irrigation Pipe With Rubber Gasket Joints (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C506M-22a - Standard Specification for Reinforced Concrete Arch Culvert, Storm Drain, and Sewer Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C654M-19 - Standard Specification for Porous Concrete Pipe (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C1504M-20 - Standard Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains (Metric)
• Effective Date: 01-Oct-2004
• Referred By: ASTM C478/C478M-22 - Standard Specification for Circular Precast Reinforced Concrete Manhole Sections
• Effective Date: 01-Oct-2004

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
e1
Designation: C 497M – 04
METRIC
Standard Test Methods for
1
Concrete Pipe, Manhole Sections, or Tile [Metric]
This standard is issued under the fixed designation C 497M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1
e NOTE—Section 16 and Figures 12 and 13 were editorially corrected in April 2005.
1. Scope 2. Referenced Documents
2
1.1 These test methods cover testing of concrete pipe, 2.1 ASTM Standards:
manhole sections, and tile.The test methods described are used C31 Practice for Making and Curing Concrete Test Speci-
in production testing and acceptance testing to evaluate the mens in the Field
properties provided for in the specifications. C39 Test Method for Compressive Strength of Cylindrical
1.2 The test methods appear in the following order: Concrete Specimens
C42 Test Method for Obtaining and Testing Drilled Cores
Section
External Load Crushing Strength 4
and Sawed Beams of Concrete
Flat Slab Top 5
C 617 Practice for Capping Cylindrical Concrete Speci-
Core Strength 6
mens
Absorption 7
Hydrostatic 8
C 670 Practice for Preparing Precision and Bias Statements
Permeability 9
for Test Methods for Construction Materials
Manhole Step 10
Cylinder 11 C 822 Terminology Relating to Concrete Pipe and Related
Gasket Lubricant 12
Products
Joint Shear 13
C 1231 Practice for Use of Unbonded Caps in Determina-
Alkalinity 14
Gasket Measurements 15 tion of Compressive Strength of Hardened Concrete Cyl-
inders
1.3 The test specimens shall not have been exposed to a
D 2240 Test Method for Rubber Property—Durometer
temperature below 4°C for the 24 h immediately preceding the
Hardness
test.
E4 Practices for Force Verification of Testing Machines
1.4 If any test specimen fails because of mechanical reasons
such as failure of testing equipment or improper specimen
3. Terminology
preparation, it shall be discarded and another specimen taken.
3.1 Definitions—For definitions of terms relating to con-
1.5 Specimens shall be selected in accordance with the
crete pipe, see Terminology C 822.
specifications for the type of pipe or tile being tested.
1.6 These methods are the metric companion of Test Meth-
4. External Load Crushing Strength Test by the Three-
ods C 497.
Edge Bearing Test Method
1.7 This standard does not purport to address all of the
4.1 Summary of Test Method—Thetestspecimenistestedin
safety concerns, if any, associated with its use. It is the
a machine designed to apply a crushing force upon the
responsibility of the user of this standard to consult and
specimen in a plane through the vertical axis extending along
establish appropriate safety and health practices and deter-
the length of the specimen.
mine the applicability of regulatory limitations prior to use.
4.2 Significance and Use—The crushing test method shall
be either a quality control test performed to establish that the
1
These test methods are under the jurisdiction of ASTM Committee C13 on
2
Concrete Pipe and are the direct responsibility of Subcommittee C13.09 on Methods For referenced ASTM standards, visit the ASTM website, www.astm.org, or
of Test. contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Current edition approved Oct. 1, 2004. Published November 2004. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1980. Last previous edition approved in 2003 as C 497M – 03a. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C497M–04
finished, shippable pipe has sufficient strength to withstand the 4.3.3 The three-edge-bearing method of loading shall be
crushing loads stated in the specifications or a proof of design used. The test specimen shall be supported on a lower bearing
test performed to prove the adequacy of design. of two parallel longitudinal strips and the load applied through
an upper beam (Fig. 1, Fig. 2, Fig. 3, and Fig. 4).At the option
4.3 Apparatus:
of the manufacturer, either or both the lower bearing and the
4.3.1 The testing machine shall be of any type of sufficient
upper bearing shall extend the full length or any portion of the
capacity and shall be capable of providing the rate of loading
length of the specimen.
prescribed in 4.5.3.
4.3.2 The testing machine shall be substantial and rigid 4.3.4 The lower bearings shall consist of wood or hard
throughout, so that the distribution of the load will not be rubber strips
...