Implementing Traffic Speed Deflection Measurements for Network Level Pavement Management in Virginia

Author:

Shrestha Shivesh1ORCID,Katicha Samer W.2,Flintsch Gerardo W.3,Diefenderfer Brian K.4

Affiliation:

1. Graduate Research Assistant, Center for Sustainable Transportation Infrastructure, Virginia Tech Transportation Institute, Blacksburg, VA 24060 (corresponding author). ORCID: .

2. Research Scientist, Center for Sustainable Transportation Infrastructure, Virginia Tech Transportation Institute, Blacksburg, VA 24060.

3. Director, Center for Sustainable Transportation Infrastructure, Virginia Tech Transportation Institute, Blacksburg, VA 24060.

4. Principal Research Scientist, Virginia Transportation Research Council, 530 Edgemont Rd., Charlottesville, VA 22903.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference25 articles.

1. AASHTO. 1993. AASHTO guide for design of new and rehabilitated pavement structures. Washington, DC: AASHTO.

2. Bryce, J., G. W. Flintsch, S. W. Katicha, and B. K. Diefenderfer. 2013. Developing a network-level structural capacity index for structural evaluation of pavements. Charlottesville, VA: Virginia Center for Transportation Innovation and Research.

3. Bryce, J. M., S. W. Katicha, B. K. Diefenderfer, and G. W. Flintsch. 2016. Analysis of repeated network-level testing by the falling weight deflectometer on I-81 in the Virginia Department of Transportation’s Bristol District (No. FHWA/VTRC 17-R6). Charlottesville, VA: Virginia Transportation Research Council.

4. Chowdhury, T. 2016. Supporting document for the development and enhancement of the pavement maintenance decision matrices used in the needs-based analysis—2016. Richmond, VA: Virginia Department of Transportation.

5. Prediction of in-service pavement structural capacity based on traffic-speed deflection measurements;Elbagalati O.;J. Transp. Eng.,2016

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