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Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results

Author

Listed:
  • Lu, Qing
  • Kohler, Erwin R.
  • Harvey, John T
  • Ongel, Aybike
Abstract
The work presented in this report is part of an on-going research project, whose central purpose is to support the Caltrans Quieter Pavement Research Program, that has as its goals and objectives the identification of quieter, smoother, safer and more durable pavement surfaces. The research has been carried out as part of Partnered Pavement Research Center Strategic Plan Element 4.19 (PPRC SPE 4.19). In the study documented in this report, field data regarding tire/pavement noise, surface condition, ride quality, and macrotexture were collected over three consecutive years from pavements in California placed with open-graded and other asphaltic mixes. The three-year data were analyzed to evaluate the durability and effectiveness of open-graded mixes in reducing noise compared to other asphalt surfaces, including dense- and gap-graded mixes, and to evaluate the pavement characteristics that affect tire/pavement noise. The analysis in this report is a supplement and update to a previous study on the first two years of data collected, which is detailed in a separate report prepared as part of PPRC SPE 4.16, the previous phase of the Quieter Pavement Research Program. Conclusions are made regarding the performance of open-graded mixes and rubberized mixes (RAC-G), comparisons are made with dense-graded mixes (DGAC); and the effects of variables affecting tire/pavement noise are examined. The report presents interim results that will be finalized after supplementation with data collected in 2009 as part of the fourth-year (PPRC SPE 4.27) of the study.

Suggested Citation

  • Lu, Qing & Kohler, Erwin R. & Harvey, John T & Ongel, Aybike, 2009. "Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Three-Year Results," Institute of Transportation Studies, Working Paper Series qt1x65c5mg, Institute of Transportation Studies, UC Davis.
    • Handle: RePEc:cdl:itsdav:qt1x65c5mg
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    Cited by:

    1. Kayhanian, Masoud & Harvey, John T., 2020. "Optimizing Rubberized Open-graded Friction Course (RHMA-O) Mix Designs for Water Quality Benefits: Phase I: Literature Review," Institute of Transportation Studies, Working Paper Series qt1870m3g9, Institute of Transportation Studies, UC Davis.
    2. Anas Abualia & Moses Akentuna & Louay N. Mohammad & Samuel B. Cooper & Samuel B. Cooper, 2024. "Improving Asphalt Binder Durability Using Sustainable Materials: A Rheological and Chemical Analysis of Polymer-, Rubber-, and Epoxy-Modified Asphalt Binders," Sustainability, MDPI, vol. 16(13), pages 1-19, June.
    3. Lu, Q. & Fu, P.C. & Harvey, J.T., 2009. "Laboratory Evaluation of the Noise and Durability Properties of Asphalt Surface Mixes," Institute of Transportation Studies, Working Paper Series qt2sq561kp, Institute of Transportation Studies, UC Davis.
    4. Rezaei, Arash & Harvey, John T., 2013. "Investigation of Noise, Ride Quality and Macrotexture Trends for Asphalt Pavement Surfaces: Summary of Six Years of Measurements," Institute of Transportation Studies, Working Paper Series qt21w7n8sn, Institute of Transportation Studies, UC Davis.
    5. Lu, Qing & Harvey, John T. & Wu, Rongzong, 2011. "Investigation of Noise and Durability Performance Trends for Asphaltic Pavement Surface Types: Four-Year Results," Institute of Transportation Studies, Working Paper Series qt46p8p8rb, Institute of Transportation Studies, UC Davis.

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    Keywords

    UCD-ITS-RR-09-48; Engineering;

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