Table 13 (Concluded)
Date( s
Construction and Rehabilitation History
South (Lower) Entry
1920
The outer 50 ft of the breakwater was capped with concrete (Fig-
)
ft lwd,
and it was 32 ft in width.
1927
The shoreward 912 ft of the structure was capped with stone and con-
crete (Figures 34 and 35, Sections
The crest of the shoreward
325 ft of breakwater was built at an el o f
ft lwd with the re-
maining 587 ft installed at an el of
ft lwd.
During this period a 2,702-ft-long section of the breakwater was
1928-
1930
)
crest el of
ft lwd was constructed.
1930
The superstructure of the 50-ft-long pierhead was completed (Fig-
)
Concrete and stone were used for con-
struction with a crest height of
ft lwd installed.
1983
An inspection of the Lower Entry breakwater indicated the structure
was stable and generally in good condition. Extreme spalling of the
concrete had taken place in some areas, however, and some areas of
the breakwater were in need of additional stone fill.
The breakwater at the Lower Entry presently is in fair to good
1986
condition.
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