Effect of Test Temperature on Hamburg Wheel-Tracking Device Testing

Author:

Sel Ibrahim1,Yildirim Yetkin2,Ozhan Hacer Bilir3

Affiliation:

1. Assistant Professor, Bursa Orhangazi Univ., Mimar Sinan Mah. Mimar Sinan Bulvarı No. 177, Yıldırım/Bursa 16310, Turkey (corresponding author).

2. Professor, Texas Pavement Preservation Center, Univ. of Texas at Austin, Austin, TX 78713; and Izmir Katip Celebi Univ., Izmir, Turkey.

3. Assistant Professor, Bursa Orhangazi Univ., Mimar Sinan Mah. Mimar Sinan Bulvarı No. 177, Yıldırım/Bursa 16310, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Aschenbrener T. and Far N. (1994). “Influence of compaction temperature and anti-stripping treatment on the results from the Hamburg wheel-tracking device.” CDOT-DTD Colorado Dept. of Transportation Denver.

2. Cooley L. Hunter M. and James R. (2002). “Micro-Deval testing of aggregates in the southeast.” Rep. No. 09-09 2002 National Center for Asphalt Technology Auburn Univ. Auburn AL.

3. Gatchalian D. Masad E. Chowdhury A. and Little D. (2006). “Characterization of aggregate resistance to degradation in stone matric asphalt mixtures.” Rep. No. 4000901 Texas Transportation Institute College Station TX.

4. Hamburg Wheel-Tracking Device. (1997). “Bituminous mixtures laboratory.” Federal Highway Administration Turner-Fairbank Highway Research Center McLean VA.

5. Izzo R. P. and Tahmoressi M. (1999). “Use of the Hamburg wheel-tracking device for evaluating moisture susceptibility of hot-mix asphalt.” Transportation Research Record 1681 Transportation Research Board Washington DC.

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