Communications - Scientific Letters of the University of Zilina 2019, 21(1):14-21 | DOI: 10.26552/com.C.2019.1.14-21

Passsenger Ride Comfort and International Roughness Index Specifications in the Slovak Republic

Peter Mucka1, George Juraj Stein1, Peter Tobolka1
1 Institute of Materials and Machine Mechanics, Slovak Academy of Sciences, Bratislava, Slovakia

New original results are presented on relation between passenger's whole-body vibration (WBV) and longitudinal road unevenness characterised by the International Roughness Index (IRI) in 100-m segments. Measurements were provided in nine different cars of six vehicle categories operated on about 1860 km of road network. Vibration total value based on the root mean square (RMS) of the frequency-weighted acceleration was used to quantify the ride comfort at seat surface and seat base (i.e. vehicle floor) in three orthogonal axes. The relations between passenger's acceleration response, comfort reaction levels according to the ISO 2631-1: 1997 and the IRI road unevenness classes, used by the Slovak Road Administration, were estimated. Results indicated higher WBV by ~ 20 % on the motorways than on the 1st and 2nd class roads in the same IRI road class. Using the same IRI road classes for motorways and the 1st and 2nd class roads seems not to be appropriate from the point of view of the whole-body vibrations.

Keywords: whole-body vibration; passenger car; road profile; international roughness index (IRI); ride comfort; highways and roads

Received: September 28, 2018; Accepted: November 11, 2018; Published: February 20, 2019  Show citation

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Mucka, P., Stein, G.J., & Tobolka, P. (2019). Passsenger Ride Comfort and International Roughness Index Specifications in the Slovak Republic. Communications - Scientific Letters of the University of Zilina21(1), 14-21. doi: 10.26552/com.C.2019.1.14-21
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References

  1. TP 024/2006. Pavement management system (in Slovak). Ministry of Transport, Construction and Regional Development of the Slovak Republic, Bratislava [online], 2006, p. 30. Available from: https://www.ssc.sk/files/documents/technicke-predpisy/tp/tp_024.pdf
  2. MUCKA, P.: International roughness index specifications around the world. Road Materials and Pavement Design [online]. 2017, 18(4), p. 929-965. ISSN 2164-7402. Available from: https://doi.org/10.1080/14680629.2016.1197144 Go to original source...
  3. MERRITT, D. K., CHANG, G. K., RUTLEDGE, J. L. Best practices for achieving and measuring pavement smoothness. A synthesis of state-of-practice. Report No. FHWA/LA.14/550. Austin, TX: TheTranstec Group, Inc., 2015, p. 58.
  4. WANG, F., EASA, S.: Analytical evaluation of ride comfort on asphalt concrete pavements. Journal of Testing Evaluation [online]. 2016, 44(4), p. 1671-1682. ISSN 0090-3973/e-ISSN 1945-7553. Available from: https://doi.org/10.1520/JTE20140339 Go to original source...
  5. AHLIN, K., GRANLUND, J., LUNDSTROM, R. Whole-body vibration when riding on rough roads - A shocking study. Rep. 2000:31E. Borlange: Swedish Road Administration, 2002, p. 81. ISSN 1401-9612.
  6. HASSAN, R. A., McMANUS, K. Assessment of interaction between road roughness and heavy vehicles. Transportation Research Record [online]. 2003, 1819, p. 236-243. ISSN 03611981/eISSN 21694052. Available from: https://doi.org/10.3141/1819b-30 Go to original source...
  7. IHS, A., GRUDEMO, S., WIKLUND, M. The influence of road surface condition on driving comfort (in Swedish). VTI Report No. 957. Linkoping: Swedish National Road and Transport Research Institute, 2004, p. 131.
  8. FICHERA, G., SCIONTI, M., GARESCI, F. Experimental correlation between the road roughness and the comfort perceived in bus cabins. SAE Technical Paper [online]. 2007, 2007-01-0352. Available from: https://doi.org/10.4271/2007-01-0352 Go to original source...
  9. PERERA, R. W., KOHN, S. D., BYRUM, C. R. Smoothness criteria for concrete pavements. Rep. DTFH61-03-C-00105. Washington, DC: Federal Highway Administration, 2009.
  10. WANG, S., ZHANG, J., YANG, Z. Experiment on asphalt pavement roughness evaluation based on passengers' physiological and psychological reaction. In 10th International Conference of Chinese Transportation Professionals (ICCTP) 2010: Integrated Transportation Systems: Green, Intelligent, Reliable : proceedings. H. Wei, Y. Wang, J. Rong, J. Weng, eds. American Society of Civil Engineers, Reston, VA, 2010. ISBN 978-0-7844-1127-8, p. 3852-3863. Go to original source...
  11. ZHANG, J., DU, Y., SU, R. Investigating the relationship between pavement roughness and heart-rate variability by road driving test. In 3rd International Conference on Road Safety and Simulation, Transport Research Board : proceedings [online]. Washington, DC, 2011. Available from: http://onlinepubs.trb.org/onlinepubs/conferences/2011/RSS/2/Zhang,J.pdf
  12. GRANLUND, J. Ride vibration and road condition. In ROADEX IV Final Seminar [online]. The ROADEX Implementing Accessibility Project, The Northern Periphery Programme. Rovaniemi, Finland, 2012 [accessed 2015-05-14]. Available from: http://www.roadex.org/wp-content/uploads/2014/01/11.-Ride-vibration-and-road-condition-J-Granlund.pdf>(May. 14, 2015).
  13. LEE, D.-H., et al. Study about the evaluation of driving stability using 3-axis accelerometer test. Journal of the Korean Society of Road Engineers. 2012, 14(3), p. 141-149. Go to original source...
  14. HU, J., et al. Research on comfort and safety threshold of the pavement roughness. Report No. 17-02974. Transportation Research Board 96th Annual Meeting. Washington DC, United States: Transportation Research Board, 2017, p. 14.
  15. ZURAULIS, V., PECELIUNAS, R., JAKUTIS, G. Semi-active suspension influence on comfort sensation of a vehicle occupant. Agricultural Engineering [online]. 2014, 46(1), p. 116-124. ISSN 1392-1134/eISSN 2345-0371. Available from: https://doi.org/10.15544/ageng.2014.011 Go to original source...
  16. MUCKA, P. Road roughness limit values based on measured vehicle vibration. Journal of Infrastructure Systems [online]. 2017, 23(2), p. 1-13. ISSN 1076-0342/eISSN 1943-555X. Available from: https://doi.org/10.1061/(ASCE)IS.1943-555X.0000325 Go to original source...
  17. SAYERS, M. W. On the calculation of international roughness index from longitudinal road profile. Transportation Research Record [online]. 1995, 1501, 1995, p. 1-12. ISSN 0361-1981/ eISSN 2169-4052. Available from: http://onlinepubs.trb.org/Onlinepubs/trr/1995/1501/1501-001.pdf
  18. prEN 13036-5. Road and airfield surface characteristics - Test methods. Part 5: Determination of longitudinal unevenness indices. Brussels: European Committee for Standardization (CEN), 2017.
  19. E1926-08. Standard practice for computing International Roughness Index of roads from longitudinal profile measurements. West Conshohocken, PA: ASTM, 2015.
  20. TP 056/2012. Measurement and evaluation of road roughness using Profilograph GE (in Slovak). Ministry of Transport, Construction and Regional Development of the Slovak Republic, Bratislava, SR [online], 2012, p. 20. Available from: https://www.ssc.sk/files/documents/technicke-predpisy/tp/tp_056.pdf
  21. TP 057/2018. Methodology for using HDM-4 in the conditions of Slovak republic (in Slovak), Ministry of Transport, Construction and Regional Development of the Slovak Republic, Bratislava, SR [online], 2018, p. 79. Available from: https://www.ssc.sk/files/documents/technicke-predpisy/tp/tp_057.pdf
  22. KOVAC, M., et al. Diagnostic of Parameters of Roads Operational Capability (in Slovak). Zilina: EDIS, University of Zilina, 2012. ISBN 978-80-554-0568-1.
  23. CELKO, J., et al. Pavement diagnosis as integrant of the pavement system. Communications - Scientific Letters of the University of Zilina [online]. 2008, 10(2), p. 44-49. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/1044 Go to original source...
  24. CELKO, J., KOVAC, M., DECKY, M. Analysis of selected pavement serviceability parameters. Communications - Scientific Letters of the University of Zilina [online]. 2011, 13(3), p. 56-62. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/864 Go to original source...
  25. MIKOLAJ, J., REMEK, L., PEPUCHA, L. Overview of the road network management system. Communications - Scientific Letters of the University of Zilina [online]. 2014, 16(4), p. 53-57. ISSN 1335-4205/eISSN 2585-7878. Available from: http://komunikacie.uniza.sk/index.php/communications/article/view/576 Go to original source...
  26. DECKY, M., KOVAC, M. The longitudinal road evenness of the road network (in Slovak). Zilina: EDIS, University of Zilina, 2014. ISBN 978-80-554-0925-2.
  27. MUCKA, P.: Porovnanie klasifikacie pozdĺznej nerovnosti podla IRI v Slovenskej a Ceskej republike (Comparison of the classification of longitudinal road unevenness according to IRI in the Slovak Republic and the Czech Republic). Silnicni Obzor. 2018, in print. ISSN 0322-7154.
  28. ISO 2631-1. Mechanical vibration and shock - Evaluation of human response to whole-body vibration. Part I: General requirements. Geneva, Switzerland: International Standardization Organization, 1997.
  29. GRIFFIN, M. J. Discomfort from feeling vehicle vibration. Vehicle Systems Dynamics [online]. 2007, 45(7-8), p. 679-698. ISSN 0042-3114/eISSN 1744-5159. Available from: https://doi.org/10.1080/00423110701422426 Go to original source...
  30. STEIN, G. J., CHMURNY, R., ROSIK, V. Compact vibration measuring system for in-vehicle applications. Measurement Science Review [online]. 2011, 11(5), p. 154-159. ISSN 1335-8871. Available from: https://doi.org/10.2478/v10048-011-0030-1 Go to original source...
  31. STEIN, G. J., CHMURNY, R., ROSIK, V. Measurement and analysis of low frequency vibration. Measurement Science Review [online]. 2007, 7(4), p. 47-50. ISSN 1335-8871. Available from: http://www.measurement.sk/2007/S3/Stein.pdf
  32. Crossbow CLX Series Datasheet. Crossbow Technology [online]. San Jose, CA [accessed 2018-05-01]. Available from: https://www.willow.co.uk/LP1.pdf
  33. GPS 18x Technical Specifications. Garmin International, Inc. [online]. Olathe, KS, Oct 2011 [accessed 2018-04-30]. Available from: https://static.garmincdn.com/pumac/GPS_18x_Tech_Specs.pdf
  34. COVACIU, D, PREDA, I, CIOLAN, G. GPS based data acquisition system for mobile applications. Acta Technica Jaurinensis [online]. 2011, 4(4), p. 453-464. eISSN 2064-5228. Available from: https://acta.sze.hu/index.php/acta/article/view/265
  35. DT9816 Series User's Manual. Data Translation, Inc. [online]. Locke Drive Marlboro, MA, 2015, p. 108 [accessed 2018-04-30]. Available from: https://datatranslation.box.com/shared/static/9c7ad0d414e6a3f67795.pdf
  36. ASTM E950/E950M-09. Standard test method for measuring the longitudinal profile of traveled surfaces with an accelerometer established inertial profiling reference. West Conshohocken, PA: ASTM International, 2009.
  37. SUN, L., ZHANG, Z., RUTH, J. Modeling indirect statistics of surface roughness. Journal of Transportation Engineering [online]. 2001, 127(2), p. 105-111. ISSN 0733947X. Available from: http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.716.4546&rep=rep1&type=pdf Go to original source...
  38. MUCKA, P. Influence of profile specification on International Roughness Index. Journal of Infrastructure Systems. 2018, accepted for publication. ISSN 1076-0342/eISSN 1943-555X.

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