Development and validation for in situ asphalt mixture density prediction models

Abstract In situ asphalt mixture density is an important quality property of flexible pavements. A previous study introduced the potential of ground penetrating radar (GPR) to estimate in situ asphalt mixture density continuously, rapidly, and nondestructively. Three density prediction models were developed based on the relationship between the asphaltic mixture volumetric characteristics and the components' dielectric constants. In this study, a full-scale test site was carefully designed and constructed for the model validation. Five different mixes were placed in the test site, and each was compacted at four density levels. Both GPR data and cores were collected from the test site to validate the performance of the density models developed in the previous study. The validation results indicated that all three models provided reasonably accurate predictions with errors in the range of 2.2–2.8%, and the modified Bottcher model (Al-Qadi, Lahouar and Leng (ALL) model) performed the best. In addition, the authors provided the appropriate algorithm for predicting in situ asphalt mixture density through a GPR survey.

[1]  Imad L. Al-Qadi,et al.  Measuring Rebar Cover Depth in Rigid Pavements with Ground-Penetrating Radar , 2005 .

[2]  Brian K Diefenderfer,et al.  Comparison of Nuclear and Nonnuclear Pavement Density Testing Devices , 2008 .

[3]  Timo Saarenketo,et al.  Using Ground-Penetrating Radar and Dielectric Probe Measurements in Pavement Density Quality Control , 1997 .

[4]  K Black,et al.  THE APPLICATION OF GROUND-PENETRATING RADAR IN HIGHWAY ENGINEERING , 1992 .

[5]  Sesh Commuri,et al.  Intelligent Asphalt Compaction Analyzer , 2011 .

[6]  Imad L. Al-Qadi,et al.  Part 4: Portland Cement Concrete Pavement: Measuring Rebar Cover Depth in Rigid Pavements with Ground-Penetrating Radar , 2005 .

[7]  Imad L. Al-Qadi,et al.  In situ measurements of hot-mix asphalt dielectric properties , 2001 .

[8]  Imad L. Al-Qadi,et al.  Successful Application of Ground-Penetrating Radar for Quality Assurance-Quality Control of New Pavements , 2003 .

[9]  A. Shivola Self-consistency aspects of dielectric mixing theories , 1989 .

[10]  Dar-Hao Chen,et al.  Detecting Subsurface Voids Using Ground-Coupled Penetrating Radar , 2008 .

[11]  John S. Popovics,et al.  NDE methods for quality assurance of new pavement thickness , 2006 .

[12]  Imad L. Al-Qadi,et al.  Approach to Determining In Situ Dielectric Constant of Pavements: Development and Implementation at Interstate 81 in Virginia , 2002 .

[13]  Tom Scullion,et al.  Application of Infrared Imaging and Ground-Penetrating Radar to Detect Segregation in Hot-Mix Asphalt Overlays , 2003 .

[14]  Imad L. Al-Qadi,et al.  MEASURING LAYER THICKNESSES WITH GPR - THEORY TO PRACTICE , 2005 .

[15]  Imad L. Al-Qadi,et al.  Accuracy of Ground-Penetrating Radar for Estimating Rigid and Flexible Pavement Layer Thicknesses , 2005 .

[16]  Prithvi S. Kandhal,et al.  Hot Mix Asphalt Materials, Mixture Design and Construction , 1996 .

[17]  Christina Plati,et al.  Accuracy of pavement thicknesses estimation using different ground penetrating radar analysis approaches , 2007 .

[18]  Imad L. Al-Qadi,et al.  In-Place Hot-Mix Asphalt Density Estimation Using Ground-Penetrating Radar , 2010 .