Standard Test Method for Penetration of Bituminous Materials

SCOPE
1.1 This test method covers determination of the penetration of semi-solid and solid bituminous materials.
1.2 The needles, containers and other conditions described in this test method provide for the determinations of penetrations up to 500.For guidance in preparing and testing emulsion residue specimens for this test method, please refer to Section 35 of Test Method D 244.
1.3 The values stated in SI units are to be considered standard.
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.

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Status
Historical
Publication Date
31-May-2006
Drafting Committee
Current Stage
Ref Project

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ASTM D5-06 - Standard Test Method for Penetration of Bituminous Materials
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D5–06
Standard Test Method for
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Penetration of Bituminous Materials
This standard is issued under the fixed designation D 5; the number immediately following the designation indicates the year of original
adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.Asuperscript
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. Scope ISO Standard 468 Surface Roughness—Parameters, Their
3
Values and General Rules for Specifying Requirements
1.1 Thistestmethodcoversdeterminationofthepenetration
of semi-solid and solid bituminous materials.
3. Terminology
1.2 The needles, containers and other conditions described
3.1 Definitions:
in this test method provide for the determinations of penetra-
3.1.1 penetration, n—consistency of a bituminous material
tions up to 500.
expressed as the distance in tenths of a millimetre that a
NOTE 1—For guidance in preparing and testing emulsion residue
standard needle vertically penetrates a sample of the material
specimens for this test method, please refer to Section 35 of Test Method
under known conditions of loading, time, and temperature.
D 244.
4. Summary of Test Method
1.3 The values stated in SI units are to be considered
standard.
4.1 The sample is melted (if starting at ambient tempera-
1.4 This standard does not purport to address all of the
ture) and cooled under controlled conditions. The penetration
safety concerns, if any, associated with its use. It is the
is measured with a penetrometer by means of which a standard
responsibility of the user of this standard to establish appro-
needle is applied to the sample under specific conditions.
priate safety and health practices and determine the applica-
5. Significance and Use
bility of regulatory limitations prior to use.
5.1 The penetration test is used as a measure of consis-
2. Referenced Documents
tency. Higher values of penetration indicate softer consistency.
2
2.1 ASTM Standards:
6. Apparatus
D36 Test Method for Softening Point of Bitumen (Ring-
and-Ball Apparatus)
6.1 Penetration Apparatus—Any apparatus that permits the
D 244 Test Methods and Practices for Emulsified Asphalts
needle holder (spindle) to move vertically without measurable
E1 Specification forASTM Liquid-in-Glass Thermometers
friction and is capable of indicating the depth of penetration to
E77 Test Method for Inspection and Verification of Ther-
the nearest 0.1 mm, will be acceptable. The weight of the
mometers
spindle shall be 47.5 6 0.05 g. The total weight of the needle
E 1137/E 1137M Specification for Industrial Platinum Re-
and spindle assembly shall be 50.0 6 0.05 g. Weights of 50 6
sistance Thermometers
0.05 g and 100 6 0.05 g shall also be provided for total loads
E 2251 Specification for Liquid-in-GlassASTM Thermom-
of 100 g and 200 g, as required for some conditions of the test.
eters with Low-Hazard Precision Liquids
The surface on which the sample container rests shall be flat
2.2 ANSI Standard:
andtheaxisoftheplungershallbeatapproximately90°tothis
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B46.1 Surface Texture
surface. The apparatus shall have a leveling indicator. The
2.3 ISO Standard:
spindle shall be easily detached for checking its weight.
6.1.1 The leveling indicator shall be verified at least annu-
ally with a hand-held level.
1
This test method is under the jurisdiction of ASTM Committee D04 on Road
6.2 Penetration Needle:
and Paving Materials and is the direct responsibility of Subcommittee D04.44 on
6.2.1 The needle (see Fig. 1) shall be made from fully
Rheological Tests.
Current edition approved June 1, 2006. Published June 2006. Originally
hardened and tempered stainless steel, Grade 440-C or equal,
approved in 1959. Last previous edition approved in 2005 as D 5 – 05a.
HRC 54 to 60. The standard needle shall be approximately 50
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
mm (2 in.) in length, the long needle approximately 60 mm
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on (2.4 in.). The diameter of all needles shall be 1.00 to 1.02 mm
the ASTM website.
(0.0394 to 0.0402 in.). It shall be symmetrically tapered at one
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Floor, New York, NY 10036.
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D5–06
and not less than 100 mm below the liquid level in the bath. If
penetration tests are to be made in the bath itself, an additional
shelf strong enough to support the penetrometer shall be
provid
...

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