Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel

SIGNIFICANCE AND USE
4.1 This practice simulates the polishing action of vehicular traffic on coarse aggregates used in bituminous pavements.  
4.2 A polish value is determined that may be used to rate or classify coarse aggregates for their ability to resist polishing under traffic.
Note 1: The quality of the results produced by this standard are dependant upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This practice covers a laboratory procedure by which an estimate may be made of the extent to which different coarse aggregates may polish.  
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Regarding sieves, per Specification E11: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

General Information

Status
Published
Publication Date
30-Nov-2023
Drafting Committee
D04.51 - Aggregate Tests

Relations

Effective Date
01-Dec-2023
Effective Date
01-Dec-2023
Effective Date
01-Dec-2023
Effective Date
01-Dec-2023

Overview

ASTM D3319-23: Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel outlines a laboratory procedure to simulate the polishing action of vehicular traffic on coarse aggregates used in bituminous (asphalt) pavements. The method uses an apparatus commonly called the "British Wheel" to estimate the degree to which different aggregate types may polish under traffic-like conditions. The test provides a polish value, which indicates an aggregate’s resistance to polishing-a key property for ensuring pavement surface friction and, thus, roadway safety.

Testing using ASTM D3319-23 ensures reliable, repeatable data for aggregate classification, aiding in the selection of materials for surfaces where friction performance is critical.

Key Topics

  • Purpose of Testing: The practice is designed to assess and compare the polishing resistance of various coarse aggregates, simulating the abrasion and wear from vehicular traffic.

  • Polish Value Determination:

    • The polish value offers a quantitative measure to rate and classify aggregates for their ability to maintain surface friction.
    • The method includes initial friction testing, accelerated polishing, and post-polishing friction measurements using a British Pendulum Tester.
  • Apparatus and Materials:

    • Utilizes a specialized accelerated polishing machine (British Wheel) with specified tire compositions and mounting arrangements for aggregate specimens.
    • Test incorporates silicon carbide grit, water feed, control aggregates, and calibration steps to maintain test reliability.
  • Test Procedure:

    • Coarse aggregate samples are molded, subjected to the polishing cycle, and their friction values measured regularly.
    • Ensures specimen and apparatus calibration, control specimens for reproducibility, and detailed environmental controls during testing.
  • Reporting:

    • Comprehensive reporting is required, including aggregate identification, initial and final friction values, environmental conditions, control charts, and testing durations to allow for consistent, documented comparison.

Applications

The accelerated polishing test is crucial in pavement engineering and quality assurance for road construction. Its practical applications include:

  • Aggregate Source Evaluation: Determining if a specific aggregate supply is suitable for use in high-traffic pavement by measuring its long-term frictional performance.
  • Quality Control in Road Building: Routine testing ensures only aggregates with adequate polishing resistance are used, improving road safety.
  • Research and Development: Used by materials scientists and pavement engineers to develop new or improved aggregates with enhanced friction retention properties.
  • Regulatory Compliance: Helps agencies comply with transportation safety requirements by ensuring aggregate materials meet established friction performance standards.

By providing a consistent method for testing, ASTM D3319-23 supports decision-making for selection and approval of pavement materials with a focus on optimizing roadway surface friction and reducing accident risks.

Related Standards

Several other ASTM standards are closely associated with or referenced in ASTM D3319-23, each contributing to a comprehensive approach in aggregate testing and pavement material evaluation:

  • ASTM D75/D75M - Sampling Aggregates
  • ASTM C778 - Standard Sand for use in testing
  • ASTM D3666 - Requirements for agencies testing and inspecting road and paving materials
  • ASTM E11 - Woven Wire Test Sieve Cloth and Test Sieves
  • ASTM E303 - Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester
  • ASTM E501 - Standard Rib Tire for Pavement Skid-Resistance Tests
  • ASTM D1415 - Test Method for Rubber Property-International Hardness

Ensuring compliance with these related standards enhances the reliability, consistency, and acceptance of polishing resistance tests within the pavements and construction materials industries.


Keywords: ASTM D3319-23, accelerated polishing, British Wheel, aggregates, polish value, pavement friction, bituminous pavements, road safety, material testing, surface friction, aggregate classification.

Buy Documents

Standard

ASTM D3319-23 - Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel

English language (5 pages)
sale 15% off
sale 15% off
Standard

REDLINE ASTM D3319-23 - Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel

English language (5 pages)
sale 15% off
sale 15% off

Get Certified

Connect with accredited certification bodies for this standard

Zavod za gradbeništvo Slovenije (ZAG) - Inšpekcija

ZAG inspection body for construction products, structures, and materials.

SA Slovenia Verified

Sponsored listings

Frequently Asked Questions

ASTM D3319-23 is a standard published by ASTM International. Its full title is "Standard Practice for the Accelerated Polishing of Aggregates Using the British Wheel". This standard covers: SIGNIFICANCE AND USE 4.1 This practice simulates the polishing action of vehicular traffic on coarse aggregates used in bituminous pavements. 4.2 A polish value is determined that may be used to rate or classify coarse aggregates for their ability to resist polishing under traffic. Note 1: The quality of the results produced by this standard are dependant upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. SCOPE 1.1 This practice covers a laboratory procedure by which an estimate may be made of the extent to which different coarse aggregates may polish. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Regarding sieves, per Specification E11: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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.

SIGNIFICANCE AND USE 4.1 This practice simulates the polishing action of vehicular traffic on coarse aggregates used in bituminous pavements. 4.2 A polish value is determined that may be used to rate or classify coarse aggregates for their ability to resist polishing under traffic. Note 1: The quality of the results produced by this standard are dependant upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable guideline provides a means of evaluating and controlling some of those factors. SCOPE 1.1 This practice covers a laboratory procedure by which an estimate may be made of the extent to which different coarse aggregates may polish. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Regarding sieves, per Specification E11: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter of the wires used in the wire cloth.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for information purposes and enclosed in parentheses. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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.

ASTM D3319-23 is classified under the following ICS (International Classification for Standards) categories: 93.080.20 - Road construction materials. The ICS classification helps identify the subject area and facilitates finding related standards.

ASTM D3319-23 has the following relationships with other standards: It is inter standard links to ASTM D3319-11(2017), ASTM D6155-19, ASTM D5106-22, ASTM D692/D692M-20. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

ASTM D3319-23 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


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.
Designation: D3319 − 23
Standard Practice for the
Accelerated Polishing of Aggregates Using the British
Wheel
This standard is issued under the fixed designation D3319; 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 D3666 Specification for Minimum Requirements for Agen-
cies Testing and Inspecting Road and Paving Materials
1.1 This practice covers a laboratory procedure by which an
E11 Specification for Woven Wire Test Sieve Cloth and Test
estimate may be made of the extent to which different coarse
Sieves
aggregates may polish.
E303 Test Method for Measuring Surface Frictional Proper-
1.2 The values stated in inch-pound units are to be regarded
ties Using the British Pendulum Tester
as the standard. The values given in parentheses are mathemati-
E501 Specification for Standard Rib Tire for Pavement
cal conversions to SI units that are provided for information
Skid-Resistance Tests
only and are not considered standard. Regarding sieves, per
Specification E11: “The values stated in SI units shall be
3. Terminology
considered standard for the dimensions of the wire cloth
openings and the diameter of the wires used in the wire cloth.”
3.1 Definitions:
When sieve mesh sizes are referenced, the alternate inch-pound
3.1.1 initial friction value (PV-i)—the initial British Pendu-
designations are provided for information purposes and en-
lum Tester readings on the test specimens before they are
closed in parentheses.
polished in the accelerated polishing machine.
1.3 This standard does not purport to address all of the
3.1.2 polish value (PV-n)—a measure of the state of polish
safety concerns, if any, associated with its use. It is the
reached by a test specimen subjected to the specified hours (n)
responsibility of the user of this standard to establish appro-
of accelerated polishing using the materials, equipment, and
priate safety, health, and environmental practices and deter-
procedures described in this method. The measurement is made
mine the applicability of regulatory limitations prior to use.
using the British pendulum tester as described in 5.3 and Test
1.4 This international standard was developed in accor-
Method E303.
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
3.1.3 residual polish value, (RPV-n)—the residual polish
Development of International Standards, Guides and Recom-
value is obtained when a constant PV-n is achieved four
mendations issued by the World Trade Organization Technical
consecutive times with repeated swings of the pendulum.
Barriers to Trade (TBT) Committee.
4. Significance and Use
2. Referenced Documents
4.1 This practice simulates the polishing action of vehicular
2.1 ASTM Standards:
traffic on coarse aggregates used in bituminous pavements.
C778 Specification for Standard Sand
D75/D75M Practice for Sampling Aggregates
4.2 A polish value is determined that may be used to rate or
D1415 Test Method for Rubber Property—International
classify coarse aggregates for their ability to resist polishing
Hardness
under traffic.
NOTE 1—The quality of the results produced by this standard are
This practice is under the jurisdiction of ASTM Committee D04 on Road and
dependant upon the competence of the personnel performing the proce-
Paving Materials and is the direct responsibility of Subcommittee D04.51 on
dure and the capability, calibration, and the maintenance of the equipment
Aggregate Tests.
used. Agencies that meet the criteria of Specification D3666 are generally
Current edition approved Dec. 1, 2023. Published December 2023. Originally
considered capable of competent and objective testing, sampling,
approved in 1974. Last previous edition approved in 2017 as D3319 – 11 (2017).
inspection, etc. Users of this standard are cautioned that compliance with
DOI: 10.1520/D3319-23.
2 Specification D3666 alone does not completely ensure reliable results.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Reliable results depend on many factors: following the suggestions of
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Specification D3666 or similar acceptable guideline provides a means of
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. evaluating and controlling some of those factors.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D3319 − 23
diameter and a larger hole provided for the value stem. This did not affect
5. Apparatus
mounting and use of the Dunlop tire. Goodyear is no longer manufactur-
5.1 Accelerated Polishing Machine —An accelerated pol-
ing this tire.
ishing machine, also known as the British wheel, and based
NOTE 4—A 1998 study conducted by the Texas Department of
upon a 1958 design by the Road Research Laboratory of Great
Transportation shows that the use of cross-hatch tire results in differential
Britain. This machine shall be mounted on a firm, rigid, and wear of the test specimen surface that mirrors the pattern of the tire. This
differential wear pattern produces falsely higher polish values, particularly
level base. The equipment shall include the following:
for softer aggregates. Other research has shown that increased tire wear
5.1.1 Cylindrical Wheel—Hereafter referred to as the road
has an effect of accentuating the polishing of the test specimens and
wheel, and having a flat surface periphery and of such size and
resulting in lower polish values. Laboratory control specimens should be
shape as to permit 14 specimens described below to be
used to monitor the effect of the tire wear on accelerated polishing and
clamped onto the periphery to form a continuous surface of tests results.
aggregate particles, 1 ⁄4 in. (44.45 mm) wide and 16 in.
5.1.3.3 Alternate Tire No. 3—An 8 in. (203.2 mm) diameter
(406.4 mm) in diameter.
solid rubber tire (Note 5). The tire rubber hardness shall be 69
5.1.2 A means of rotating the road wheel about its own axis
6 3 IRHD measured in accordance with Test Method D1415.
at a speed of 320 6 5 rpm.
It is necessary to move the cylindrical wheel approximately
5.1.3 A means of bringing the surface of a rubber-tired
⁄16 in. (4.76 mm) away from the polishing machine to allow
wheel 8 in. (203.2 mm) in diameter and 2 in. (50.8 mm) wide
the tire to center over the test specimens. The tire shall be
to bear on the aggregate specimens mounted on the surface of
replaced when the RPV-10 of the control specimens described
the road wheel with a total load of 88 6 1 lbf (391.44 6
in 7.2 has decreased by more than four points from the RPV-10
4.45 N). The tire shall be treated, if necessary, to obtain a true
obtained from a new tire.
running surface. The tire shall be free to rotate about its own
axis, which should be parallel to the axis of the road wheel. The
NOTE 5—This is the tire presently supplied by the manufacturer of the
plane of rotation of the tire shall coincide with that of the road
accelerated polishing machine. Research has shown that increased tire
wear has an effect of accentuating the polishing of the test specimens and
wheel. Before a new tire is used on a test, it shall be
resulting in lower polish values. Laboratory control specimens should be
conditioned by a preliminary run of 6 h with a 150 grit silicon
used to monitor the effect of the tire wear on accelerated polishing and test
carbide using dummy specimens (extra or used) on the road
results.
wheel.
5.1.4 A means to feed the 150 grit silicon carbide abrasive
5.1.3.1 Alternate Tire No. 1—An industrial 8 by 2 pneu-
at the rate given in 8.5. The grit shall be fed continuously and
matic smooth-tread hand-truck tire (Note 2). The tire rubber
with a uniform distribution across the width of the specimens.
hardness shall be 55 6 5 IRHD measured in accordance with
Test Method D1415. The tire shall be inflated to a pressure of The grit shall be applied directly onto the road wheel surface
ahead of the point of contact with the rubber-tired wheel.
45 6 2 psi (310.26 6 13.79 kPa).
5.1.5 A means to feed the water at the rate given in 8.5 in
NOTE 2—This is the tire originally supplied with the Accelerated
such a way that the water is spread continuously and uniformly
Polishing Machine and known by the tire manufacturer’s designation
Dunlop RLI 8 by 2. Dunlop discontinued manufacturing of this tire in
over the surface of the road wheel ahead of the point of contact
February 1979. It is retained as an alternate in this practice for those users
with the rubber-tired wheel.
who may still have a supply and in the event that Dunlop should resume
manufacturing it in the future.
5.2 Metal Molds—A number of accurately machined metal
molds for preparing specimens. The specimen formed is 3.5 by
5.1.3.2 Alternate Tire No. 2—An industrial 2.80 by 4 (8 in.
OD by 4 in. ID), 4 NHS-4 ply, cross-hatch pattern tread 1.75 by 0.63 in. (88.90 by 44.45 by 16.0 mm) and shall be
curved to fit on a surface having an 8 in. (203.2 mm) radius of
hand-truck tire (Notes 3 and 4). The tire shall be inflated to a
pressure of 35 6 2 psi (241.32 6 13.79 kPa). curvature.
NOTE 3—When it became known that the Dunlop tire (5.1.3.1) was no
5.3 British Pendulum Tester—A friction measuring device.
longer being manufactured, the necessity of finding a replacement tire for
The British pendulum tester used shall conform to Test Method
the practice was evident. A search and study by the Texas State
E303.
Department of Highways and Public Transportation culminated in finding
5.3.1 The slider contact path shall be 3 6 ⁄16 in. (76.20 6
this tire, a Goodyear Industrial All Weather Hand-Truck tire size 2.80 by
4 (Goodyear product code 202-008-002), to give polish values equal to
1.59 mm).
those obtained with the Dunlop tire. A suitable inner tube such as
5.3.2 The slider width shall be 1 ⁄4 in. (31.75 mm).
Goodyear G250-4 (product code 199-010-700) is necessary. It was also
found necessary to modify the 4 in. (101.6 mm) wheel furnished with the 5.3.3 The rubber that is bonded to the slider shall be ⁄4 by
accelerated polish machine to facilitate mounting the Goodyear tire. 1
1 by 1 ⁄4 in. (6.35 by 25.4 by 31.75 mm).
Approximately 0.10 in. (2.54 mm) should be removed from the wheel
5.3.4 The rubber shall meet the requirements of Specifica-
tion E501.
Available from Wessex Engineering and Metal Craft Co., Ltd., Merchants
5.3.5 The zero adjustment shall be checked before and after
Barton, Frome, Somerset, England. If you are aware of alternative suppliers, please
testing the specimens and as often as the operator deems
provide this information to ASTM International Headquarters. Your comments will
necessary.
receive careful consideration at a meeting of the responsible technical committee,
which you may attend.
5.3.6 The calibration procedures of Test Method E303 shall
Supporting data have been filed at ASTM International Headquarters and may
be used. However, after calibration the small slider shall be
be obtained by requesting Research Report RR:D04-1002. Contact ASTM Customer
Service at service@astm.org. inserted.
D3319 − 23
specimens should be 100 % polyester resin to facilitate preparation of the
5.3.7 Sanding Block—A rigid metal block with a planed
surface bearing against the road wheel.
surface of 7.5 in. (190.5 mm) radius of curvature that is
consistent with the radius of curvature of the road wheel 7.3 The aggregate to be tested shall pass the 12.5 mm
1 3
bearing surface. ( ⁄2 in.) sieve and shall be retained on a 9.5 mm ( ⁄8 in.) sieve.
NOTE 7—Aggregate gradation may be varied to meet the needs of the
6. Materials and Supplies
user if reported with the test results. However, aggregates larger than
12.5 mm ( ⁄2 in.) may not be accommodated by the mold, and aggregates
6.1 Water—A supply of tap water for use where water is
smaller than 9.5 mm ( ⁄8 in.) may not be adequately bonded in the
required for any purpose in this method.
specimen molding process to be retained for the duration of the test. For
6.2 Fine Sand—A supply of fine sand for sifting into the
laboratories and agencies evaluating and monitoring multiple aggregate
sources, an alternate aggregate size of passing 9.5 mm ( ⁄8 in.) sieve and
interstices of the aggregate prior to placing of the bonding
retained on a 6.3 mm ( ⁄4 in.) sieve may be used to represent the critical
material. Standard sand conforming to Specification C778 has
size of the bituminous mixture. The two aggregate sizes described should
been found suitable for this purpose.
not be used alternately for quality monitoring of friction aggregates.
6.3 Mold Release Agent—The use of a mold release agent is
7.4 Thoroughly wash and dry the aggregate to be tested at
optional. A mold release agent may be used to prevent bonding
230 6 9 °F (110 6 5 °C) to essentially constant weight.
between the mold and the bonding material. Silicone release
7.5 Coat the mold with mold release agent.
agent and paste wax as used for automobiles and floors have
been found suitable. The user should use care to prevent this 7.6 Each specimen shall contain a single layer of dry
agent from being absorbed by the aggregate, as it could affect aggregate placed by hand as densely as possible with a flat
the measured polish value. surface down to cover the bottom 3.5 by 1.75 in. (88.9 by
44.45 mm) surface of the mold.
6.4 Silicon Carbide Grit—A supply of silicon carb
...


This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: D3319 − 11 (Reapproved 2017) D3319 − 23
Standard Practice for the
Accelerated Polishing of Aggregates Using the British
Wheel
This standard is issued under the fixed designation D3319; 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 practice covers a laboratory procedure by which an estimate may be made of the extent to which different coarse
aggregates may polish.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered standard. Regarding sieves, per Specification
E11E11,: “The values stated in SI units shall be considered standard for the dimensions of the wire cloth openings and the diameter
of the wires used in the wire cloth.” When sieve mesh sizes are referenced, the alternate inch-pound designations are provided for
information purposes and enclosed in parentheses.
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 healthsafety, health, and environmental practices and determine
the applicability of regulatory limitations prior to use.
1.4 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.
2. Referenced Documents
2.1 ASTM Standards:
C778 Specification for Standard Sand
D75D75/D75M Practice for Sampling Aggregates
D1415 Test Method for Rubber Property—International Hardness
D3666 Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
E303 Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester
E501 Specification for Standard Rib Tire for Pavement Skid-Resistance Tests
3. Terminology
3.1 Definitions:
This practice is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.51 on Aggregate
Tests.
Current edition approved June 1, 2017Dec. 1, 2023. Published June 2017December 2023. Originally approved in 1974. Last previous edition approved in 20112017 as
D3319 – 11.D3319 – 11 (2017). DOI: 10.1520/D3319-11R17.10.1520/D3319-23.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or 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 the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
D3319 − 23
3.1.1 initial friction value (PV-i)—the initial British Pendulum Tester readings on the test specimens before they are polished in
the accelerated polishing machine.
3.1.2 polish value (PV-n)—a measure of the state of polish reached by a test specimen subjected to the specified hours (n)(n) of
accelerated polishing using the materials, equipment, and procedures described in this method. The measurement is made using
the British pendulum tester as described in 5.3 and Test Method E303.
3.1.3 residual polish value, (RPV-n)—the residual polish value is obtained when a constant PV-n is achieved four consecutive
times with repeated swings of the pendulum.
4. Significance and Use
4.1 This practice simulates the polishing action of vehicular traffic on coarse aggregates used in bituminous pavements.
4.2 A polish value is determined that may be used to rate or classify coarse aggregates for their ability to resist polishing under
traffic.
NOTE 1—The quality of the results produced by this standard are dependant upon the competence of the personnel performing the procedure and the
capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable
of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does
not completely ensure reliable results. Reliable results depend on many factors: following the suggestions of Specification D3666 or similar acceptable
guideline provides a means of evaluating and controlling some of those factors.
5. Apparatus
5.1 Accelerated Polishing Machine —An accelerated polishing machine, also known as the British wheel, and based upon a 1958
design by the Road Research Laboratory of Great Britain. This machine shall be mounted on a firm, rigid, and level base. The
equipment shall include the following:
5.1.1 Cylindrical Wheel—Hereafter referred to as the road wheel, and having a flat-surface flat surface periphery and of such size
and shape as to permit 14 specimens described below to be clamped onto the periphery to form a continuous surface of aggregate
particles, 1 ⁄4 in. (44.45 mm) wide and 16 in. (406.4 mm) in diameter.
5.1.2 A means of rotating the road wheel about its own axis at a speed of 320 6 5 rpm.
5.1.3 A means of bringing the surface of a rubber-tired wheel 8 in. (203.2 mm) in diameter and 2 in. (50.8 mm) wide to bear on
the aggregate specimens mounted on the surface of the road wheel with a total load of 88 6 1 lbf (391.44 6 4.45 N). The tire shall
be treated, if necessary, to obtain a true running surface. The tire shall be free to rotate about its own axis, which should be parallel
to the axis of the road wheel. The plane of rotation of the tire shall coincide with that of the road wheel. Before a new tire is used
on a test, it shall be conditioned by a preliminary run of 6 h with a 150-grit 150 grit silicon carbide using dummy specimens (extra
or used) on the road wheel.
5.1.3.1 Alternate Tire No. 1—An industrial 8 by 2 pneumatic smooth-tread hand-truck tire (Note 2). The tire rubber hardness shall
be 55 6 5 IRHD measured in accordance with Test Method D1415. The tire shall be inflated to a pressure of 45 6 2 psi (310.26
6 13.79 kPa).
NOTE 2—This is the tire originally supplied with the Accelerated Polishing Machine and known by the tire manufacturer’s designation Dunlop RLI 8
by 2. Dunlop discontinued manufacturing of this tire in February 1979. It is retained as an alternate in this practice for those users who may still have
a supply and in the event that Dunlop should resume manufacturing it in the future.
5.1.3.2 Alternate Tire No. 2—An industrial 2.80 by 4 (8 in. OD by 4 in. ID), 4 NHS-4 ply, cross-hatch pattern tread hand-truck
tire (Notes 3 and 4). The tire shall be inflated to a pressure of 35 6 2 psi (241.32 6 13.79 kPa).
Available from Wessex Engineering and Metal Craft Co., Ltd., Merchants Barton, Frome, Somerset, England. If you are aware of alternative suppliers, please provide
this information to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may
attend.
D3319 − 23
NOTE 3—When it became known that the Dunlop tire (5.1.3.1) was no longer being manufactured, the necessity of finding a replacement tire for the
practice was evident. A search and study by the Texas State Department of Highways and Public Transportation culminated in finding this tire, a Goodyear
Industrial All Weather Hand-Truck tire size 2.80 by 4 (Goodyear product code 202-008-002), to give polish values equal to those obtained with the Dunlop
tire. A suitable inner tube such as Goodyear G250-4 (product code 199-010-700) is necessary. It was also found necessary to modify the 4-in. (101.6-mm)
4 in. (101.6 mm) wheel furnished with the accelerated polish machine to facilitate mounting the Goodyear tire. Approximately 0.10 in. (2.54 mm) should
be removed from the wheel diameter and a larger hole provided for the value stem. This did not affect mounting and use of the Dunlop tire. Goodyear
is no longer manufacturing this tire.
NOTE 4—A 1998 study conducted by the Texas Department of Transportation shows that the use of cross-hatch tire results in differential wear of the test
specimen surface that mirrors the pattern of the tire. This differential wear pattern produces falsely higher polish values, particularly for softer aggregates.
Other research has shown that increased tire wear has an effect of accentuating the polishing of the test specimens and resulting in lower polish values.
Laboratory control specimens should be used to monitor the effect of the tire wear on accelerated polishing and tests results.
5.1.3.3 Alternate Tire No. 3—An 8-in. (203.2-mm) 8 in. (203.2 mm) diameter solid rubber tire (Note 5). The tire rubber hardness
shall be 69 6 3 IRHD measured in accordance with Test Method D1415. It is necessary to move the cylindrical wheel
approximately ⁄16 in. (4.76 mm) away from the polishing machine to allow the tire to center over the test specimens. The tire shall
be replaced when the RPV-10 of the control specimens described in 7.2 havehas decreased by more than four points from the
RPV-10 obtained from a new tire.
NOTE 5—This is the tire presently supplied by the manufacturer of the accelerated polishing machine. Research has shown that increased tire wear has
an effect of accentuating the polishing of the test specimens and resulting in lower polish values. Laboratory control specimens should be used to monitor
the effect of the tire wear on accelerated polishing and test results.
5.1.4 A means to feed the 150-grit 150 grit silicon carbide abrasive at the rate given in 8.5. The grit shall be fed continuously and
with a uniform distribution across the width of the specimens. The grit shall be applied directly onto the road wheel surface ahead
of the point of contact with the rubber-tired wheel.
5.1.5 A means to feed the water at the rate given in 8.5 in such a way that the water is spread continuously and uniformly over
the surface of the road wheel ahead of the point of contact with the rubber-tired wheel.
5.2 Metal Molds—A number of accurately machined metal molds for preparing specimens. The specimen formed is 3.5 by 1.75
by 0.63 in. (88.90 by 44.45 by 16.0 mm) and shall be curved to fit on a surface having an 8-in. (203.2-mm) 8 in. (203.2 mm) radius
of curvature.
5.3 British Pendulum Tester—A friction-measuring friction measuring device. The British pendulum tester used shall conform to
Test Method E303.
5.3.1 The slider contact path shall be 3 6 ⁄16 in. (76.20 6 1.59 mm).
5.3.2 The slider width shall be 1 ⁄4 in. (31.75 mm).
1 1
5.3.3 The rubber that is bonded to the slider shall be ⁄4 by 1 by 1 ⁄4 in. (6.35 by 25.4 by 31.75 mm).
5.3.4 The rubber shall meet the requirements of Specification E501.
5.3.5 The zero adjustment shall be checked before and after testing the specimens and as often as the operator deems necessary.
5.3.6 The calibration procedures of Test Method E303 shall be used. However, after calibration the small slider shall be inserted.
5.3.7 Sanding Block—A rigid metal block with a planed surface of 7.5-in. (190.5-mm) 7.5 in. (190.5 mm) radius of curvature that
is consistent with the radius of curvature of the road wheel bearing surface.
6. Materials and Supplies
6.1 Water—A supply of tap water for use where water is required for any purpose in this method.
Supporting data have been filed at ASTM International Headquarters and may be obtained by requesting Research Report RR:D04-1002. Contact ASTM Customer
Service at service@astm.org.
D3319 − 23
6.2 Fine Sand—A supply of fine sand for sifting into the interstices of the aggregate prior to placing of the bonding material.
Standard sand conforming to Specification C778 has been found suitable for this purpose.
6.3 Mold Release Agent—The use of a mold release agent is optional. A mold release agent may be used to prevent bonding
between the mold and the bonding material. SiliconSilicone release agent and paste wax as used for automobiles and floors hashave
been found suitable. The user should use care to prevent this agent from being absorbed by the aggregate, as it could affect the
measured polish value.
6.4 Silicon Carbide Grit—A supply of silicon carbide grit (150-grit (150 grit size) to be used as the polishing agent. Grit should
be checked for gradation using Nos. 150-μm 150 μm (No. 100), 106-μm (No. 140) and 75-μm 106 μm (No. 140), and 75 μm (No.
200) sieves and separated if necessary to maintain a uniform gradation passing the No. 150-μm 150 μm (No. 100) sieve and
retained on the No. 75-μm 75 μm (No. 200) sieve.
6.5 Bonding Agent—A supply of polyester resin and catalyst (or another suitable bonding material, such as an epoxy resin) having
a pot life of 20 to 30 min and a curing time of 3 to 6 h. This bonding agent shall not be so fluid as to flow through the fine sand.
6.5.1 An optional bonding agent may be used to eliminate use of the fine sand. This bonding agent must be quite viscous so that
it will not flow completely around the aggregate particles and become part of the surface of the test specimen. Examples of suitable
materials are given in Appendix X1.
6.5.2 Follow the manufacturer’s precautions concerning storage and use of resin and catalyst.
3 3
6.6 Coarse Aggregate—Approximately a ⁄2-ft ft (0.014-m(0.014 m ) supply of coarse aggregate to be tested and sampled in
accordance with Practice D75D75/D75M. The aggregate shall be normal plant run, but laboratory-crushed material may be
tested,tested i
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

Loading comments...