Construction and Rehabilitation History
Date
Riprap was placed on both sides
of the east breakwater on the outer
1958
100 ft of Section C (Figures 59
and 60). The outer 820 ft of the
Sections E-G) was reconstructed dur-
east breakwater (Figures 59-61,
ing this period as rubble-mound
breakwaters.
Riprap was placed around the outer end of the west breakwater and for
1961
a distance of 200 ft on each side (Figure 59, Section D . Riprap
)
also was placed around the outer end of the east breakwater and
150 ft along each side (Figure 59, Sections F and G.
)
Rehabilitation of navigation structures included reconstruction of
1963
the inner 470 ft and 624 ft of the west and east breakwaters, re-
spectively (Figure 59, Sections A and B. Also included in the
)
rehabilitation was reconstruction of the pier (Figure 59, Section H.
)
The shoreward 88 ft of the pier included a rubble-mound structure
)
ft
and
side slopes of
1981
An inspection of the breakwaters revealed that the east breakwater
had some areas where the concrete cap was in an advanced state of de-
terioration, and the stone fill had washed away. The west breakwater
required some stone fill also and new concrete in some areas. Break-
water repairs were made subsequent to the inspection.
The structures have been reconstructed and repaired during their his-
1986
tory and presently are in fair condition.
,
100
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