Date(
Construction and Rehabilitation History
1981
Repairs were made to several sections of the armor stone on the
breakwater's seaward slope, and four stone blocks were reset. The
to 12-ton armor stone was placed to a
side slope and a
composite (including the top course of stone blocks) crown width of
17 ft. The repairs required an estimated 1,600 tons of stone at the
to
to
to
following locations:
to
to
to
and
Repair costs
(based on the estimate) were ,000.
1986
The breakwater's present condition is not known.
49