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ASTM Selected Technical Papers
The Tire Pavement InterfaceAvailable to Purchase
By
MG Pottinger
MG Pottinger
1
BFGoodrich R&D Center
,
Brecksville, OH 44141
;
symposium cochairman and coeditor
.
Search for other works by this author on:
TJ Yager
TJ Yager
2
NASA Langley Research Center
,
Hampton, VA 23665
;
symposium cochairman and coeditor
.
Search for other works by this author on:
ISBN-10:
0-8031-0497-9
ISBN:
978-0-8031-0497-6
No. of Pages:
325
Publisher:
ASTM International
Publication date:
1986

In this paper, methods currently in use to measure tire-pavement friction are reviewed. The emphasis is on full-scale measurement systems operated at highway speeds, including systems that measure brake force coefficients (under slip or lockedwheel conditions or both) and side-force coefficients. A comparison is made of the data and information produced by each of these measurement methods. Attempts to relate the data produced by each of these methods are reviewed, and the reasons for their lack of agreement are discussed. In addition to direct traction measurement methods, texture measurements are discussed, and the reliability of texture-friction relationships is reviewed. The influence of texture on each of the full-scale measurement methods is investigated as a means of explaining the lack of agreement of the data produced by these methods.

Tire-pavement traction measurements are used for evaluating pavement safety and for predicting vehicle performance. The procedures for characterizing tire-pavement friction for these two applications usually differ. In the United States, pavements are monitored in annual inventories by a single measurement of skid resistance at a single speed with a standard ribbed test tire. Additional tests at multiple speeds or tests with a blank test tire or both may be conducted at accident sites. In some European countries, side-force coefficients or slip tests, both of which have the advantage of providing continuous measurements, are used to monitor pavement networks. These measurements are generally used in conjunction with a minimum texture depth requirement. A comparison of these approaches with U.S. practice is discussed. In conclusion, the status of consensus standards within ASTM and the International Standards Organization (ISO) is summarized, and recommendations are made for future standards development.

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Safety Effectiveness Evaluation: Selected State Highway Skid Resistance Programs
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09
1980
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2.
Saito
,
K.
and
Henry
,
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, “
Mechanistic Model for Seasonal Variations in Skid Resistance
,”
Transportation Research Record
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Transportation Research Board
,
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,
1983
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3.
1985 Annual Book of ASTM Standards, Road and Paving Materials: Traveled Surface Characteristics
. Vol.
04.03
,
American Society for Testing and Materials
,
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4.
Wambold
,
J. C.
and
Henry
,
J. J.
, “
High-Speed Noncontact Profiling of Pavement Surface Texture and its Significance
,” presented at
ASLE/ASME Tribology Conference
,
10
1985
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5.
Organization for Economic Co-Operation and Development
,
Road Surface Characteristics: Their Internation and Optimisation
,
Paris
,
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1985 Annual Book of ASTM Standards
,
Rubber Products, Industrial—Specifications and Related Test Methods; Gaskets; Tires
, Vol.
09.02
,
American Society for Testing and Materials
,
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Rizenbergs
,
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,
Burchett
,
J. L.
, and
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, “
Relation of Accidents and Pavement Friction on Rural Two Lane Roads
,”
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, and
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,
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,
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Meyer
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,
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,”
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, Washington, DC,
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,
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,”
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and
Sjögren
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Friction Measuring Vehicles in Scandinavia: A Comparative Study
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,
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,
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Shah
,
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and
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,
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, “
The Determination of Skid Resistance—Speed Behavior and Side Force Coefficients of Pavements
,”
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, No.
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Henry
,
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and
Meyer
,
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The Simulation of Tire Traction on Wet Pavements
,”
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. Report 369,
Hamburg, Germany
,
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, pp. 121-128.
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Bradisse
,
J. L.
,
Ramsey
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, and
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Mobile Truck Tire Test System
,”
SAE Paper
 741138,
Society of Automotive Engineers
,
Warrendale, PA
,
1974
.
15.
Henry
,
J. J.
,
Saito
,
K.
, and
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,
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, “
Predictor Model for Seasonal Variations in Skid Resistance
,” Report PTI 8217,
Pennsylvania Transportation Institute, Pennsylvania State University
, University Park, PA,
01
1983
.
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,
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,”
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, No.
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,
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17.
Permanent International Association of Road Congresses
,
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.
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,
Sydney, Australia
,
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.
18.
Henry
,
J. J.
, “
The Use of Blank and Ribbed Test Tires for Evaluating Pavement Friction
,”
Transportation Research Record
, No.
788
,
Washington, DC
,
1981
, pp. 1-5.
19.
International Standards Organization
,
Technical Report: Road Vehicles—Measurement of Road Surface Friction
, prepared by Working Group 3, Subcommittee 9, Technical Committee 22, Geneva, Switzerland,
1984
.
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