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A Study on Field Applicability Evaluation of the Hydrophobic - Low Viscosity Surface Treatment Material for Pavement Preventive Maintenance

소수성 특성을 이용한 저점도 AP 표면처리재의 현장 적용성 연구

  • 최준성 (인덕대학교 토목환경설계과)
  • Received : 2014.01.09
  • Accepted : 2014.02.10
  • Published : 2014.02.17

Abstract

PURPOSES : Surface treatment material for pavement preventive maintenance should be inspected field applicability. This study(Part II) aimed to checkup coating characteristics and performance analysis using lab and field tests. The hydrophobic - low viscosity filling material for pavement preventive maintenance is presented in Part I, which is a series of companion study. METHODS : Relative comparison between general asphalt mixtures and surface treatment asphalt mixtures are analyzed and measured for the field application such as indirect tensile strength ratio(TSR), abrasion resistance, crack propagation resistance, temperature resistance, coating thickness, permeability resistance and skid resistance in terms of british pendulum number(BPN). RESULTS : It is found that TSR, crack propagation resistance and permeability resistance is increased as against uncoated asphalt specimen. Abrasion resistance and temperature resistance is secured from the initial coating thickness point of view, which is about 0.2~0.3mm. Skid resistance on the surface treatment pavement is satisfied with the BPN criteria of national highway because of exposed aggregate and crack sill induced pavement deterioration and damage cracks. CONCLUSIONS : The hydrophobic - low viscosity surface treatment material for pavement preventive maintenance is validated on field applicability evaluation based on quantitative analysis of coating thickness and performance analysis using lab and field tests.

Acknowledgement

Supported by : 인덕대학교

References

  1. Choi, J. S., Baek, J. E., Kim, S. M., Kim, J. C. (2012)" Adjustment of British Pendulum Number Considering Equipment Characteristics of British Pendulum Tester"2012 International Pavement Engineering Conference, pp.205-214
  2. Hawaii DOT, "Pavement Preventive Maintenance Guidelines", 2003
  3. Hicks, G. R., Peshkin, D. G., Seeds, S. B., (2007) "Selecting a Preventive Maintenance Treatment for Flexible Pavements", Transportation Research Board of the National Academies, pp.1-12
  4. Kim, J. C., Choi, J. S., Kim, M. S., Kim, S. M. (2011) " The Standard Study for the British Pendulum Tester considering the Effect of Spring tension and Pavement temperature"Journal of Highway Engineering, pp.467-472
  5. Song, S. B., Choi, J. S., Kim, J. S. (2012) "Field Application of Nano Seal Surface Treatment Method for Improvement of Moisture Resistance using Lab and Field Test"Spring Conference Journal of Highway Engineering, pp.191-196
  6. Wisconsin DOT", Pavement Preventive Maintenance", 2003
  7. Yang, S. C., Lim, S. W., Yoo, T. S., (1996) "Improvement of Pavement Skid Resistance (II)", Journal of the KOREA Road & Transportation Association, p.155
  8. Cho, Y. K., Kim, M. S., Choi, J. S., Oh, H. J. (2012) "Correction and Calibration Method for Road Surface Friction Resistance Measurement Device (British Pendulum Tester)"Spring Conference Journal of Standards and Standardization, pp.433-434
  9. Choi, J. S., Kim, J. S., Kim, B. I., Kwon, S. A. (2012) "A Base Study for Surface Treatment of using low Viscocity Hydrophobic Nano Seal ", Fall Conference Journal of Highway Engineering, pp.197-202