Table 55 (Concluded)
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 1 5 3 .
Frankfort Harbor, Michigan
245
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