Computation of Pavement Vertical Surface Deflections from Traffic Speed Deflectometer Data: Evaluation of Current Methods

Author:

Nasimifar Mahdi1ORCID,Thyagarajan Senthilmurugan2,Sivaneswaran Nadarajah3

Affiliation:

1. NRC Research Associate, Turner Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101 (corresponding author). ORCID: .

2. Research Engineer, Turner Fairbank Highway Research Center, ESC Inc., 6300 Georgetown Pike, McLean, VA 22101.

3. Senior Research Civil Engineer, Turner Fairbank Highway Research Center, Federal Highway Administration, 6300 Georgetown Pike, McLean, VA 22101.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference16 articles.

1. 3D-Move 2.1 [Computer software]. Univ. of Nevada Reno NV.

2. Evaluation of the traffic speed deflectometer data using simplified deflection model;Chai G.;Transp. Res. Proc.,2016

3. Monotone piecewise cubic interpolation;Fritsch F. N.;J. Numer. Anal.,1980

4. Horak E. (1987). “The use of surface deflection basin measurements in the mechanistic analysis of flexible pavements.” Proc. 6th Int. Conf. on Structural Design of Asphalt Pavements Vol. 1 Univ. of Michigan Ann Arbor MI.

5. Revised approach to assessing traffic speed deflectometer data and field validation of deflection bowl predictions;Muller W.;Int. J. Pavement Eng.,2013

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