Longitudinal Road Profile Spectrum Approximation by Split Straight Lines

The presented study compares three alternative straight-line approximations of the longitudinal road-profile power spectral density (PSD). The one straight line and two and three split straight-line approximations were analyzed. The minimizing of the root-mean-squared error (RMSE) was used as criteria of goodness of fit for the approximation models. The statistics of the PSD approximation model parameters, i.e., unevenness index, waviness, break angular spatial frequency, and the standard error of the regression for 145 test sections from the long-term pavement performance program (SPS-6) were calculated. The approximations were compared with connected versus unconnected lines. The approximation with two connected lines seems to be a reasonable substitution of a raw spectrum. A mean improvement of approximately 35% compared to the one straight-line approximation was identified.

[1]  J. D. Robson,et al.  The description of road surface roughness , 1973 .

[2]  G Magnusson,et al.  FILTER EXPERIMENT - THEORETICAL STUDY OF INDICES , 2000 .

[3]  B. R. Davis,et al.  Power Spectral Density of Road Profiles , 2001 .

[4]  Vincent Rouillard,et al.  SIMULATION OF ROAD SURFACE PROFILES , 2001 .

[5]  Kjella Ahlin,et al.  Relating Road Roughness and Vehicle Speeds to Human Whole Body Vibration and Exposure Limits , 2002 .

[6]  Lu Sun,et al.  Simulation of pavement roughness and IRI based on power spectral density , 2003, Math. Comput. Simul..

[7]  István Kuti,et al.  A new development in the numerical description of road profile realisations , 2004 .

[8]  Michael I Darter,et al.  Rehabilitation of Jointed Portland Cement Concrete Pavements: SPS-6 -- Initial Evaluation and Analysis , 2005 .

[9]  Alexander Steinwolf Random vibration testing beyond PSD limitations , 2006 .

[10]  Peter Andren,et al.  Power spectral density approximations of longitudinal road profiles , 2006 .

[11]  Werner Schiehlen White noise excitation of road vehicle structures , 2006 .

[12]  Zhang Yonglin,et al.  Numerical simulation of stochastic road process using white noise filtration , 2006 .

[13]  Peter Múčka,et al.  Indicators of longitudinal unevenness of roads in the USA , 2008 .

[14]  Peter Múčka,et al.  Properties of random component of longitudinal road profile influenced by local obstacles , 2009 .

[15]  Oldřich Kropáč,et al.  Alternative single-number indicator of longitudinal road unevenness , 2009 .

[16]  R. E. Link,et al.  Sensitivity of Road Unevenness Indicators to Road Waviness , 2009 .

[17]  Oldřich Kropáč,et al.  Effects of longitudinal road waviness on vehicle vibration response , 2009 .

[18]  John B. Ferris,et al.  Review of current developments in terrain characterization and modeling , 2009, Defense + Commercial Sensing.

[19]  Slovak Republic Classification scheme for random longitudinal road unevenness considering road waviness and vehicle response , 2009 .

[20]  A. Ueckermann,et al.  A New Method to Evaluate the Longitudinal Evenness of Roads , 2011 .

[21]  Igor Rychlik,et al.  Models for road surface roughness , 2012 .