6.59 Comparison of Measured NDT Deflection Basins on I-10A--
 M.P. 14.062.................................................. 248

6.60 Comparison of Measured NDT Deflection Basins on I-10B--
 M.P. 2.703................................................... 249

6.61 Comparison of Measured NDT Deflection Basins on I-1OC--
 M.P. 32.071................................................. 250

6.62 Comparison of Measured NDT Deflection Basins on SR 15B--
 M.P. 4.811.................................................... 251

6.63 Comparison of Measured NDT Deflection Basins on SR 15C--
 M.P. 0.055....... ......... ............................... 252

6.64 Relationship Between Asphalt Concrete Modulus, E and
 Mean Pavement Temperature.................................... 256

6.65 Comparison of Dynaflect and FWD Tuned Layer Moduli........... 261

6.66 Relationship Between Predicted and Measured Dynaflect
 Modified Sensor 1 Deflections.............................. 267

6.67 Relationship Between Predicted and Measured Dynaflect
 Modified Sensor 4 Deflections.............................. 268

6.68 Relationship Between Predicted and Measured Dynaflect
 Modified Sensor 7 Deflections............................... 269

6.69 Relationship Between Predicted and Measured Dynaflect
 Modified Sensor 10 Deflections .............................. 270

6.70 Relationship Between E12 (Using Equation 6.8) and D D .... 274


6.71

6.72

6.73

6.74

6.75

7.1

7.2

7.3

7.4

7.5


Relationship Between E12 (Using Equation 6.9) and D1 D ....

Relationship Between E3 and D4 D ..........................

Relationship Between E4 and D o..............................

Simplified Flow Chart of DELMAPS1 Program ...................

Relationship Between E4 and FWD D6 and D7....................

Variation of qc and FR with Depth on SR 12...................

Variation of ED and KD with Depth on SR 12...................

Variation of qc and ED with Depth on SR 26A..................

Variation of qc and ED with Depth on SR 26C..................

Variation of qc and ED with Depth on US 301...................


275

276

277

280

287

290

291

293

294

295


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