Table A.2 Results of Dynaflect Tests on SR 26B (Gilchrist County)


Temperature (OF): Air = 45


Pavement Surface = 48


Mid-Pavement = 59


 Site Mile Type of Measured Deflections milss) for Sensor Positions*
Site Mile Type of
No. Post No. Data 1 2 3 4 5 6 7 8 9 10

0 11.213 Std 1.05 0.99 0.79 0.68 0.68
1 11.208 Std 1.24 1.16 0.92 0.78 0.68
1 11.208 Mod 1.31 1.30 1.06 0.79 0.69
1 11.208 Std 1.22 1.14 0.89 0.75 0.66
1 11.208 Mod 1.34 1.37 1.11 0.75 0.69
1.5 11.205 Std 1.18 1.12 0.90 0.77 0.68
1.5 11.205 Mod 1.28 1.23 0.99 0.76 0.67
2 11.202 Std 1.06 1.04 0.85 0.74 0.66
2 11.202 Mod 1.15 1.12 0.96 0.75 0.66
2.5 11.200 Std 1.12 1.09 0.89 0.78 0.70
2.5 11.200 Mod 1.25 1.21 1.02 0.81 0.73
3 11.197 Std 1.21 1.17 0.95 0.83 0.74
 3 11.197 Mod 1.33 1.25 1.04 0.83 0.75


* Sensor positions correspond to the modified array in Figure 4.2