Standard Test Method for Viscosity of Emulsified Asphalt by Saybolt Furol Viscometer

SIGNIFICANCE AND USE
Viscosity has significance in the use of emulsified asphalt because it is a property which affects their utility. When used in application types of construction, the material must be thin enough to be uniformly applied through the spray bar of distributor, yet thick enough so that it will not flow from the crown or grade of the road. For mixing grade emulsions, the viscosity may affect mixibility and resulting thickness of film on the aggregate. The viscosity of many emulsions is affected by shear. Therefore, strict adherence to test procedure is necessary to achieve precision.
SCOPE
1.1 This test method utilizes the Saybolt Furol viscometer to measure the consistency of emulsified asphalt. It is applicable to all the emulsified asphalts specified in Specifications D977 and D2397.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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 limitations prior to use.

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D7496 −11
Standard Test Method for
Viscosity of Emulsified Asphalt by Saybolt Furol
1
Viscometer
This standard is issued under the fixed designation D7496; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope by shear. Therefore, strict adherence to test procedure is
necessary to achieve precision.
1.1 ThistestmethodutilizestheSayboltFurolviscometerto
measure the consistency of emulsified asphalt. It is applicable
4. Sample Conditioning for Testing
to all the emulsified asphalts specified in Specifications D977
4.1 All emulsified asphalts shall be properly stirred to
and D2397.
achieve homogeneity before testing.
1.2 The values stated in SI units are to be regarded as the
4.2 All emulsified asphalts with the viscosity testing re-
standard. The values given in parentheses are for information
quirements of 50°C shall be heated to 50 6 3°C in the original
only.
sample container in a water bath or oven.The container should
1.3 This standard does not purport to address all of the
be vented to relieve pressure. After the sample reaches 50 6
safety concerns, if any, associated with its use. It is the
3°C, stir the sample to achieve homogeneity.
responsibility of the user of this standard to establish appro-
4.3 Emulsified asphalts with a viscosity testing require-
priate safety and health practices and determine the applica-
ments to 25°C should be mixed or stirred at 25 6 3°C in the
bility of regulatory limitations prior to use.
original sample container to achieve homogeneity.
2. Referenced Documents
NOTE 1—Emulsified asphalts with viscosity testing requirements of
25°C may be heated and stirred as specified in 4.2, if necessary. In the
2
2.1 ASTM Standards:
event the 4.2 method is used, the sample should be cooled to 25 6 3°C
D88 Test Method for Saybolt Viscosity
before testing.
D244 Test Methods and Practices for Emulsified Asphalts
5. Apparatus
D977 Specification for Emulsified Asphalt
D2397 Specification for Cationic Emulsified Asphalt
5.1 Viscometer—A Saybolt Furol viscometer conforming to
E1 Specification for ASTM Liquid-in-Glass Thermometers
the requirements specified in Test Method D88.
E11 Specification for Woven Wire Test Sieve Cloth and Test
5.2 Sieve—A850-µm sieve or a 20-mesh strainer of wire
Sieves
cloth, framed or unframed. Refer to Specification E11.
3. Significance and Use
5.3 Thermometers—ASTMNo.17Cor17Ffortestsat25°C
(77°F) and ASTM No. 19C or 19F for tests at 50°C (122°F),
3.1 Viscosity has significance in the use of emulsified
conforming to the requirements of Specification E1,orany
asphaltbecauseitisapropertywhichaffectstheirutility.When
other thermometric device of equal accuracy.
used in application types of construction, the material must be
thin enough to be uniformly applied through the spray bar of
5.4 WaterBathorOven,capableofmaintainingtherequired
distributor, yet thick enough so that it will not flow from the
testing temperature within the limits specified in Table 2 of
crown or grade of the road. For mixing grade emulsions, the
Test Method D88.
viscosity may affect mixibility and resulting thickness of film
5.5 Receiving Flask, as shown in Test Method D88.
on the aggregate. The viscosity of many emulsions is affected
6. Hazards
1
This test method is under the jurisdiction of ASTM Committee D04 on Road
6.1 Warning—Mercury has been designated by EPA and
and Paving Materials and is the direct responsibility of Subcommittee D04.42 on
many state agencies as a hazardous material that can cause
Emulsified Asphalt Test.
central nervous system, kidney and liver damage. Mercury, or
Current edition approved Dec. 1, 2011. Published January 2012. Originally
published 2009 as D7496–09. DOI: 10.1520/D7496-11.
its vapor, may be hazardous to health and corrosive to
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
materials.Cautionshouldbetakenwhenhandlingmercuryand
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
mercury containing products. See the applicable product Ma-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. terial Safety Data Sheet (MSDS) for details and EPA’s website
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D7496−11
(www.epa.gov/mercury/faq.htm) for additional information. 6 0.3°C (124.5 6 0.5°F). Immediately pour the emulsified
Users should be aware that selling mercury or mercury asphalt through the 850-µm sieve or 20-mesh strainer into the
containing pro
...

This document is not anASTM standard and is intended only to provide the user of anASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D7496–09 Designation: D7496 – 11
Standard Test Method for
Viscosity of Emulsified Asphalt by Saybolt Furol
1
Viscometer
This standard is issued under the fixed designation D7496; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This test method utilizes the Saybolt Furol viscometer to measure the consistency of emulsified asphalt. It is applicable to
all the emulsified asphalts specified in Specifications D977 and D2397.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
D88 Test Method for Saybolt Viscosity
D244 Test Methods and Practices for Emulsified Asphalts
D977 Specification for Emulsified Asphalt
D2397 Specification for Cationic Emulsified Asphalt
E1 Specification for ASTM Liquid-in-Glass Thermometers
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Significance and Use
3.1 Viscosity has significance in the use of emulsified asphalt because it is a property which affects their utility. When used in
application types of construction, the material must be thin enough to be uniformly applied through the spray bar of distributor,
yet thick enough so that it will not flow from the crown or grade of the road. For mixing grade emulsions, the viscosity may affect
mixibility and resulting thickness of film on the aggregate. The viscosity of many emulsions is affected by shear. Therefore, strict
adherence to test procedure is necessary to achieve precision.
4. Sample Conditioning for Testing
4.1 All emulsified asphalts shall be properly stirred to achieve homogeneity before testing.
4.2 All emulsified asphalts with the viscosity testing requirements of 50°C shall be heated to 50 6 3°C in the original sample
container in a water bath or oven. The container should be vented to relieve pressure.After the sample reaches 50 6 3°C, stir the
sample to achieve homogeneity.
4.3 Emulsified asphalts with a viscosity testing requirements to 25°C should be mixed or stirred at 25 6 3°C in the original
sample container to achieve homogeneity.
NOTE 1—Emulsified asphalts with viscosity testing requirements of 25°C may be heated and stirred as specified in 4.2, if necessary. In the event the
4.2 method is used, the sample should be cooled to 25 6 3°C before testing.
5. Apparatus
5.1 Viscometer—A Saybolt Furol viscometer conforming to the requirements specified in Test Method D88.
5.2 Sieve—A850-µm sieve or a 20-mesh strainer of wire cloth, framed or unframed. Refer to Specification E11.
5.3 Thermometers—ASTM No. 17C or 17F for tests at 25°C (77°F) and ASTM No. 19C or 19F for tests at 50°C (122°F),
1
This test method is under the jurisdiction ofASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.42 on Emulsified
Asphalt Test.
Current edition approved June 1, 2009. Published June 2009. DOI: 10.1520/D7496-09.
Current edition approved Dec. 1, 2011. Published January 2012. Originally published 2009 as D7496–09. DOI: 10.1520/D7496-11.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM 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 ----------------------
D7496 – 11
conforming to the requirements of Specification E1, or any other thermometric device of equal accuracy.
5.4 Water Bath or Oven, capable of maintaining the required testing temperature within the limits specified in Table 2 of Test
Method D88.
5.5 Receiving Flask, as shown in Test Method D88.
6. Hazards
6.1 Warning—Mercury has been designated by EPA and many state agencies as a hazardous material that can cause central
nervous system, kidney and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials.
...

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