Nondestructive Testing to Identify Delaminations Between HMA Layers, Volume 5 - Field Core Verification (2013) / Chapter Skim
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1The research in this volume was developed by the research team as listed on the title page. It was lead by Dr.
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2Figure 1.1. 3d-Radar equipment used for field tests.
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3 Table 1.1. Pavement References and Core Locations at I-75 Southbound Test Section Description of Surface Reference Mark File Distance (m)
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41 2 3 Figure 1.5. Core locations 1, 2, and 3.
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5 7 8 Figure 1.7. Core locations 7 and 8.
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6Figure 1.9. Automated activity analysis of Gainesville, Florida, site with core locations shown.
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7 Table 1.2. GPR Surface Image Log Description of Surface Reference Mark File Distance (m)
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8Figure 1.11. Unknown mark (red arrow)
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9 Figure 1.15. Hole (red arrow)
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10 4 5 6 Figure 1.18. Anomalies at 4-cm depth, file distance 1,218.7 m.
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11 109 Figure 1.20. Anomaly at 13-cm depth, File 8, 20 mph.
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