Alternative Approach for Interpreting Traffic Speed Deflectometer Results

This paper presents an alternative approach for interpreting data collected with the traffic speed deflectometer (TSD). Although the idea of measuring pavement deflections at traffic speeds in a continuous manner is not new, worldwide interest is recent, in part because of the availability of a commercial TSD device. As with any new device, there is a need for robust, scientifically sound, yet practical interpretation procedures. This paper describes the details of such a procedure recently developed at the Road and Bridge Research Institute in Poland. In addition to a detailed description of the proposed algorithm and its unique features, this study demonstrates an example application that uses data collected by the TSD operated by the Road and Bridge Research Institute. The proposed approach can be successfully applied to the TSD data and allows for deep customization for a user's and customer's needs and applications.

[1]  Brian K Diefenderfer,et al.  Investigation of the rolling wheel deflectometer as a network-level pavement structural evaluation tool. , 2010 .

[2]  G Hildebrand Development of a high speed deflectograph , 2002 .

[3]  Mostafa A. Elseifi,et al.  Model to Estimate Pavement Structural Number at Network Level with Rolling Wheel Deflectometer Data , 2012 .

[4]  Jaeseung Kim General Viscoelastic Solutions for Multilayered Systems Subjected to Static and Moving Loads , 2011 .

[5]  Gerardo W Flintsch,et al.  Limits of agreement method for comparing TSD and FWD measurements , 2014 .

[6]  Brian K Diefenderfer,et al.  Assessment of Continuous Pavement Deflection Measuring Technologies , 2013 .

[7]  Brian Ferne,et al.  Optimal Averaging and Localized Weak Spots Identification for , 2013 .

[8]  Dipanjan Basu,et al.  Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load , 2013 .

[9]  Soren Rasmussen,et al.  Output from the Greenwood Traffic Speed Deflectometer , 2006 .

[10]  J-M Simonin,et al.  Assessment of the Danish High Speed Deflectograph in France , 2005 .

[11]  Brian Ferne,et al.  Development of a Calibration Procedure for the U.K. Highways Agency Traffic-Speed Deflectometer , 2009 .

[12]  Haitao Yu,et al.  Analytical Solution for an Infinite Euler-Bernoulli Beam on a Viscoelastic Foundation Subjected to Arbitrary Dynamic Loads , 2014 .

[13]  Tim Martin,et al.  Predicting structural deterioration of pavements at a network level: interim models , 2010 .

[14]  Julia Kelley,et al.  Review of the Traffic Speed Deflectograph: Final Project Report , 2012 .

[15]  Mostafa A. Elseifi,et al.  Evaluation of Continuous Deflection Testing Using the Rolling Wheel Deflectometer in Louisiana , 2012 .

[16]  Brian K Diefenderfer,et al.  Developing a Network-Level Structural Capacity Index for Structural Evaluation of Pavements , 2013 .

[17]  Soheil Nazarian,et al.  Continuous Deflection Testing of Highways at Traffic Speeds , 2006 .

[18]  Jon Roberts,et al.  Revised approach to assessing traffic speed deflectometer data and field validation of deflection bowl predictions , 2013 .

[19]  Soren Rasmussen,et al.  A comparison of two years of network level measurements with the Traffic Speed Deflectometer , 2008 .

[20]  J Weligamage,et al.  Continuous bearing capacity profile of 18,000 km Australian road network in five months , 2010 .

[21]  Lu Sun,et al.  A CLOSED-FORM SOLUTION OF A BERNOULLI-EULER BEAM ON A VISCOELASTIC FOUNDATION UNDER HARMONIC LINE LOADS , 2001 .

[22]  J A Krarup,et al.  NON-CONTACT DEFLECTION MEASUREMENT AT HIGH SPEED , 2002 .

[23]  Tim Martin Benefits and risks of investing in network level deflection data collection , 2012 .

[24]  Tim Martin,et al.  Assessment of remaining service life of pavements , 2008 .

[25]  Shane Tepper COMPARISON OF PROJECT LEVEL AND NETWORK LEVEL PAVEMENT STRENGTH ASSESSMENT , 2003 .

[26]  Brian Ferne,et al.  Development of the UK Highways Agency Traffic Speed Deflectometer , 2009 .

[27]  Regis L Carvalho,et al.  Simplified Techniques for Evaluation and Interpretation of Pavement Deflections for Network-Level Analysis: Guide for Assessment of Pavement Structural Performance for PMS Applications , 2012 .

[28]  Jorge J. Moré,et al.  Computing a Trust Region Step , 1983 .

[29]  Mostafa A. Elseifi,et al.  Implementation of Rolling Wheel Deflectometer (RWD) in PMS and Pavement Preservation , 2012 .

[30]  Brian K Diefenderfer,et al.  Evaluation of Traffic-Speed Deflectometers , 2012 .