5.4 Viscosity-Temperature Relationships of Recovered
 Asphalt from Test Pavements.................................. 149

5.5 Temperature Measurements of Test Pavement Sections........... 152

6.1 Typical Dynaflect Deflection Data from Test Sections......... 170

6.2 Typical FWD Data from Test Sections......................... 172

6.3 Layer Moduli Using Dynaflect Prediction Equations............ 173

6.4 Layer Moduli Using FWD Prediction Equations.................. 176

6.5 Comparison Between NDT and Rheology Predictions
 of Asphalt Concrete Modulus................................. 180

6.6 Comparison of Field Measured and BISAR Predicted
 Dynaflect Deflections ....................................... 183

6.7 Dynaflect Tuned Layer Moduli for Test Sections............... 203

6.8 Predicted Deflections from Tuned Layer Moduli................ 204

6.9 Comparison of Field Measured and BISAR Predicted
 FWD Deflections ..................................... ...... 206

 6.10 FWD Tuned Layer Moduli for Test Sections..................... 227

 6.11 Predicted FWD Deflections from Tuned Layer Moduli............ 228

 6.12 Comparison Between Re-Calculated and Tuned FWD
 Layer Moduli............................................... 230

 6.13 Illustration of Nonuniqueness of Backcalculation of
 Layer Moduli from NDT Deflection Basin...................... 232

 6.14 Comparison of Deflections Measured at Different Load
 Levels .................................. ... ........ ........ 235

 6.15 Comparison Between Tuned Layer Moduli and Applied
 FWD Load............. ...................................... 237

 6.16 Comparison of the Asphalt Concrete Modulus for
 the Test Sections.............................................. 254

 6.17 Comparison of the Base Course Modulus for the
 Test Sections................................................ 258

 6.18 Comparison of the Subbase Modulus for the
 Test Sections................................................ 259

 6.19 Comparison of the Subgrade Modulus for the
 Test Sections ................................................ 260