Ground-penetrating radar and capacitance-based dielectric surface probe measurements are used to measure fluctuations in voids, bitumen content, or both, in newly asphalted pavements without causing structural damage. Both methods rely on the compaction of asphalt to reduce the proportion of low-dielectricity air in the material, which increases the volumetric proportions of high-dielectricity bitumen and rock and thus results in higher asphalt dielectricity values. Ground-penetrating radar enables pavement thickness to be measured rapidly from a moving vehicle and information on variations in pavement voids content to be collected simultaneously on the basis of dielectricity fluctuations. The results can be calibrated against real void content by material sampling or by comparison of dielectric value with voids content values determined beforehand for the same material under laboratory conditions. This means that the subcontractor can be informed quickly of any values that exceed or fall below the norms and can take immediate steps to rectify such defects. Other advantages offered by the technique are the rapidity of the measurements and the immediate availability of the results. In addition, the one measurement provides simultaneous information on pavement and base thicknesses and the quality of the latter. The dielectric probe based on capacitance measurements lends itself to use in asphalt mass proportioning examinations performed at the laboratory stage, which enables the values to be used directly for monitoring in situ pavement compaction. The advantages of the dielectricity probe are rapidity of measurement, low-cost meters, and the avoidance of radiation. Thus far, the probe has been excessively sensitive to variations in the roughness of pavement surfaces. The theory behind these research methods is discussed, the methods are described, and the results of laboratory tests conducted at the Texas Transportation Institute in 1994–1995 and field tests performed in Finland in 1995 are presented.
[1]
J. E. Campbell,et al.
Dielectric properties and influence of conductivity in soils at one to fifty megahertz
,
1990
.
[2]
J L Davis,et al.
Impulse radar wide angle reflection and refraction sounding in permafrost
,
1975
.
[3]
Tom Scullion,et al.
Using ground penetration radar technology for pavement evaluations in Texas, USA
,
1992
.
[4]
Peter F. Ulriksen,et al.
Application of impulse radar to civil engineering
,
1982
.
[5]
H. Fellner-Feldegg.
Measurement of dielectrics in the time domain
,
1969
.
[6]
D. P. Glynn,et al.
A portable vector reflectometer and its application for thickness and permittivity measurements
,
1994
.
[7]
J. L. Davis,et al.
GPR systems for roads and bridges
,
1992
.
[8]
A. P. Annan,et al.
Electromagnetic determination of soil water content: Measurements in coaxial transmission lines
,
1980
.
[9]
Rosemary Knight,et al.
Relationships between Dielectric and Hydrogeologic Properties of Sand-Clay Mixtures
,
1994
.
[10]
F. Ulaby,et al.
Microwave Dielectric Behavior of Wet Soil-Part II: Dielectric Mixing Models
,
1985,
IEEE Transactions on Geoscience and Remote Sensing.
[11]
R. Sutinen,et al.
Radar profiling and dielectrical properties of glacial deposits in North Finland : Proc 6th International Congress International Association of Engineering Geology, Amsterdam, 6–10 August 1990 V2, P1045–1051. Publ Rotterdam: A A Balkema, 1990
,
1991
.