CC7 South Post Traffic Testing

CC7 South Post Traffic Testing

 

CC7 traffic testing was completed in December 2016. Severe rutting was observed in all six test items on the south side, as shown in Table 1. Comprehensive analyses of HWD data were performed, and the largest deflections were found in either or both of the intermediate granular material layers above the subgrade and below the surface layer (base and subbase).


Table - CC7 South maximum rut depth at the end of traffic test

Test Item

Test Item Passes

STA, ft

Maximum Rut Depth, in

LFC1-S

27522

10

3.51

27522

25

3.62

LFC2-S

27522

60

3.98

27522

75

4.39

LFC3-S

26136

110

5.33

26136

125

5.59

LFC4-S

22836

160

4.00

22836

175

3.78

LFC5-S

22836

210

4.15

22836

225

4.53

LFC6-S

14520

260

4.65

14520

275

5.06

 

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