Construction and Rehabilitation History
Date(
1964-
main and east shore arm breakwaters were in poor to very poor condi-
tion with numerous deficiencies in cross section, and there were
1978
(cont.) significant amounts of displaced stone on the harbor side of the
structures at several locations.
The east shore arm breakwater was repaired, and the main breakwater
1983-
1984
repairs were started but were not completed due to contractual
difficulties. The east shore arm repairs were made using 12- to
ton stone and resetting existing stone. The majority of the repairs
were located on the seaward half of the breakwater from
to
mlw crown elevation, a
The breakwater was rebuilt to a
and
on the sea side and
20-ft crown width, and slopes of
harbor side, respectively. The cost of repairs was 2,500 for
20,275 tons of new stone and ,870 for resetting existing stone.
The incomplete main breakwater repairs were identical to the east
shore arm repairs in stone weight and cross section geometry, except
from
to
and
for the side slopes which were
The contract, awarded in the amount of
from
to
,275,000, called for placing 57,600 tons of stone and resetting
existing stone.
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