Table 50 (Concluded)
Construction and Rehabilitation History
Date
replenishment and concrete capping were completed to Sections A , B,
C , D, and E of the north pier and Section G of the south pier
A site inspection of the structures indicated that the rubble-mound
1985
extension of the north pier (Figure 136) has settled up to 1 ft
throughout. The remaining portions of the north pier (Sections A , B,
C, D, and E) and the south pier (Sections G, H, B, and J) are
bulging, tilting, leaning, cracked and misaligned. These factors,
along with loss of fill stone, indicate substructure deterioration,
The structures are considered in poor condition; however, major
rehabilitation has been recommended and is scheduled for 1987. An
aerial view of the
Harbor piers is shown in Figure 138.
Figure 136.
Pentwater Harbor, Michigan
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