Table A.5 Results of Dynaflect Tests on US 301 (Alachua County)


Temperature (OF):


Air = 63


Pavement Surface = 65


Mid-Pavement = 69


 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

1 21.575 Std 0.42 0.32 0.22 0.16 0.13
1 21.575 Mod 0.39 0.41 0.25 0.16 0.13
2 21.580 Std 0.49 0.37 0.26 0.19 0.14
2 21.580 Mod 0.54 0.48 0.34 0.21 0.15
3 21.585 Std 0.47 0.35 0.25 0.18 0.13
3 21.585 Mod 0.62 0.46 0.30 0.23 0.14
4 21.589 Std 0.51 0.37 0.27 0.20 0.15
4 21.589 Mod 0.57 0.50 0.34 0.20 0.18
5 21.593 Std 0.43 0.33 0.24 0.18 0.15
5 21.593 Mod 0.39 0.42 0.28 0.18 0.14


* Sensor positions correspond to the modified array in Figure 4.2