Evaluation of Temperature Influence on Friction Measurements-Reference-Cited by-同舟云学术

Evaluation of Temperature Influence on Friction Measurements

Published:2011-09 Issue:9 Volume:137 Page:640-647
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Bianchini Alessandra¹²³,Heitzman Michael¹²³,Maghsoodloo Saeed¹²³

Affiliation:

1. Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS 39180 (corresponding author).

2. Assistant Director, National Center for Asphalt Technology, 277 Technology Parkway, Auburn, AL 36830.

3. Emeritus Professor, Industrial and Systems Engineering, 3301 Shelby Center, Auburn Univ., AL 36849.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000271

Reference14 articles.

1. Ahammed M. A. and Tighe S. L. (2009). “Early life long term and seasonal variation of flexible and rigid pavement skid resistance.” Proc. Transportation Research Board Annual Meeting CD-ROM Transportation Research Board Washington DC.

2. Anderson D. A. Meyer W. E. and Rosenberger J. L. (1986). “Development of a procedure for correcting skid resistance measurements to a standard end-of-season value.” Transportation Research Record 1084 Transportation Research Board Washington DC 40–48.

3. Changes in Asphalt Pavement Friction Components and Adjustment of Skid Number for Temperature

4. Brown E. R. (2002). “NCAT test track design construction and performance.” Rep. 02-12 National Center for Asphalt Technology (NCAT) Auburn AL.

5. Federal Highway Administration (FHwA). (2003). “Distress identification manual for the long-term pavement performance program.” Rep. No. FHWA-RD-03-031 Washington DC.

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