The Research of Non-Nuclear Density Gauge on the Detection of Airport Asphalt Pavement Surface

Article Preview

Abstract:

To ensure the asphalt pavement construction process controls the degree of compaction to meet the design requirements, reducing late detection of road surface drill core damage. Using non-nuclear density gauge the density testing, and with the translation of core drilling to test the degree of compaction density and comparative analysis of the data, and then study the dynamic control for field calibration after compaction degree variation with rolled several times, non-nuclear density gauge summary control accuracy at the time of detection of the degree of compaction of asphalt surface and generating an error. The test results show that non-nuclear density gauge must be for different structural layer, grading types and different materials, combined with core drilling method to test the value of a reasonable calibration, the calibration also proposed modest increase in the number of 10 to 15 points, in order to reduce errors and test site selection error to precision control in less than 2%. Studied the conversion between non-nuclear density gauge and water weight method to test the degree of compaction between the non-nuclear density gauge is effectively applied across the country level surface layer of asphalt compaction scene detection to provide evidence.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

177-180

Citation:

Online since:

May 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Smith BC, Diefenderfer BK. Comparison of Nuclear and Non-nuclear Pavement Density Testing Devices[R]. Transportation Research Board of the National Academies, Washington, DC, 2008, pp.121-129.

DOI: 10.3141/2081-13

Google Scholar

[2] PENG Cheng-ba. Study on the Evaluation of Texture Structure for Asphalt Concrete Pavement. Xi'an: Chang'an University, (2011).

Google Scholar

[3] CHEN Shao-xing, ZHANG Xiao-ning. Research on the Use of PQI in Evaluation of Segregation of Hot-mix Asphalt Pavement[J]. Journal of highway and transportation research and development, 2006, 23(5): 11-15.

Google Scholar

[4] JTG E60-2008, Field Test Methods of Subgrade and Pavement for Highway Engineering[S]. Beijing : China Communications press, (2008).

Google Scholar

[5] Vacca PC, Whitten JE, Pelchat JM. Consolidated Guidance about Materials Licenses: Program-Specific Guidance about Portable Gauge Licenses [J]. NUREG-1556, Vol. 1. U.S. Nuclear Regulatory Commission, Washington, DC, (1997).

DOI: 10.2172/486098

Google Scholar

[6] DAI Wen-bin. Asphalt mix design and compaction standards[J]. HIGHWAY, 2001, 46(10): 52-56.

Google Scholar

[7] Williams S G., Hall K D. Critical Factors Affecting Field Determination of Hot-Mix Asphalt Density Using Non-nuclear Devices. In Transportation Research Record, Journal of Transportation Research Board, No. 2081. Transportation Research Board of the National Academies, Washington, DC, 2008, pp.150-157.

DOI: 10.3141/2081-16

Google Scholar