Table 31 (Concluded)
Date(
Construction and Rehabilitation History
1979-
the south side. The seaward 240 ft was concrete capped, 35 ft wide
1982
at the seaward end and 20 ft wide elsewhere. Capstone was placed
shoreward of the dolosse section, 375 ft on the north side and crest,
and 90
on the south side. Capstone size decreased in the shore-
ward direction from 12.0 to 3.0 to 5.0 tons. Design wave height was
25.0 ft. An aerial photograph of the rehabilitation is shown in
Figure
The jetties were subjected to several storms after the 1982
1985
including a design level storm in March 1984. Photogram-
metric monitoring of the structures under the Monitoring of Completed
Coastal Projects (MCCP) Program indicated the last rehabilitation of
the jetties has been fully successful to date.
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