Nondestructive Testing to Identify Delaminations Between HMA Layers, Volume 3 - Controlled Evaluation Reports (2013) / Chapter Skim
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Pages 59-65
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59 This chapter was prepared by Ray Brown and Haley Bell of the U.S. Army Corps of Engineers Engineering Research and Development Center (ERDC)
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60 The assumptions were confirmed after analysis with a layout of the pavement structures and their deficiencies provided by the NCAT personnel. Point 2-2 was assumed to be fully bonded, and the layout showed that the condition of this area of Slab 1 was not delaminated.
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61 result is not too surprising, because it is not possible to construct the small sections to be as stiff as can be done at the track. There were significant differences within the LWD data collected along the test section on the test track.
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62 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 D ef le ct io n (m ils ) Station (ft)
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63 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 D ef le ct io n (m ils ) Station (ft)
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64 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 D ef le ct io n (m ils ) Station (ft)
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65 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 D ef le ct io n (m ils ) Station (ft)
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