Table 55 (Concluded) 



Date(s) 



Construction and Rehabilitation History 



1984 Riprap stone was placed along the lakeward end of the south break- 

 water (Figure 153, Section A). 



1985 An inspection of the structures indicated that the breakwaters were, 

 generally, in fair condition. Their superstructures revealed cracks, 

 settlement, and misalignment in areas, which indicate some substruc- 

 ture deterioration. Riprap was also needed in areas. The piers were 

 considered in good condition during the inspection. An aerial view 

 of the Frankfort Harbor structure is shown in Figure 157. 



(Sheet 3 of 3) 



MICHIGAN 



Figure 153. Frankfort Harbor, Michigan 

 245 



