Aalto University, P.O. Box 11000, FI-00076 Aalto www.aalto.fi Author Autor(s): Terhi Pellinen, Pekka Eskelinen, Eeva Huuskonen-Snicker, Ari Hartikainen Name of the publication Assessment of air void content of asphalt using dielectric constant measurements by GPR and with VNA Publisher School of Engineering Unit Department of Civil and Environmental Engineering Series Aalto University publication series SCIENCE + TECHNOLOGY 9/2015 Field of research Highway Engineering Abstract For several years, Ground Penetrating Radar (GPR) has been used in Finland to evaluate the air void content of asphalt pavements. Air void content is an important quality measure of pavement condition for both old and new asphalt pavements. The objective is to investigate if the existing GPR technique and application employed in Finland is sufficiently accurate to be used as a quality control tool in assessing the compaction of newly laid asphalt pavements. The work comprised field and laboratory experiments and a review of the existing PANK calibration method for the GPR measurements. Field experiments were conducted in the summer of 2013 on highways Vt3 and Vt12, near the City of Tampere. The test roads were paved with SMA16 using an approx. 40 mm thick layer of new asphalt. Roads were measured with GPR several times during the fall of 2013. A total of 36 cores and 2 slabs were obtained from the roads and tested in the laboratory with a Vector Network Analyzer. Measurements were done with a 7 to 17 GHz transmission configuration to measure the reference dielectric constant of the asphalt mixture. A major finding is that the PANK calibration method for the GPR inadvertently reduces observed density variations and may introduce a systematic bias. This makes pavements appear to be more homogenous and dense than they actually are according to conventional measurements.For several years, Ground Penetrating Radar (GPR) has been used in Finland to evaluate the air void content of asphalt pavements. Air void content is an important quality measure of pavement condition for both old and new asphalt pavements. The objective is to investigate if the existing GPR technique and application employed in Finland is sufficiently accurate to be used as a quality control tool in assessing the compaction of newly laid asphalt pavements. The work comprised field and laboratory experiments and a review of the existing PANK calibration method for the GPR measurements. Field experiments were conducted in the summer of 2013 on highways Vt3 and Vt12, near the City of Tampere. The test roads were paved with SMA16 using an approx. 40 mm thick layer of new asphalt. Roads were measured with GPR several times during the fall of 2013. A total of 36 cores and 2 slabs were obtained from the roads and tested in the laboratory with a Vector Network Analyzer. Measurements were done with a 7 to 17 GHz transmission configuration to measure the reference dielectric constant of the asphalt mixture. A major finding is that the PANK calibration method for the GPR inadvertently reduces observed density variations and may introduce a systematic bias. This makes pavements appear to be more homogenous and dense than they actually are according to conventional measurements.
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