Table 85
Cleveland Harbor Structures
Cleveland, Ohio
Construction and Rehabilitation History
Construction of a 1,602-ft-long stone-filled timber crib east pier at
1875
the mouth of the Cuyahoga River (Figure 226) was completed. (Fig-
bor.) The pier was 20 ft wide and included a concrete superstructure
with a crest el of
ft lwd (Figure 227).
Construction of a 6,048-ft-long stone-filled timber crib west break-
1876-
I
water (Figure 226) was completed. The structure was 32 ft wide, and
1884
riprap stone was placed on the lakeside to an el of
ft lwd.
Construction of a 3,000-ft-long portion of the east breakwater (Fig-
1887-
)
1900
filled timber cribs that were 32 ft wide.
A concrete superstructure was installed on the west breakwater to a
1898-
crest el of +12 ft lwd.
1907
Construction of a
west pier was completed (Figure
1899-
It was a stone-filled timber crib structure with a concrete super-
1901
structure (Figure 227) installed at an el of
ft lwd.
Construction of a 17,970-ft-long portion of the east breakwater was
1903-
The breakwater was a
1915
rubble-mound structure with a crest el of
ft lwd and a crest
)
slopes were
1904-
Construction of the east and west arrowhead breakwaters was completed
1909
1,250 ft long and constructed of rubble-mound materials. They had
Side
crest widths of 10
and an el of
ft lwd (Figure 2 7 .
Armor
stone had a minimum weight of 3 tons, with not less than 50 percent
of 5 tons or more.
A stone superstructure was installed on portions of the east break-
1917-
)
1926
(Figure 228) was
ft lwd. Riprap was also installed along both
sides of this portion of the breakwater. The crest el of Section Y
ft lwd, and stone extended from the el down the
(Figure 228) was
lakeside of the structure to the lake bottom.
Rehabilitation of 1,700 ft of the east breakwater (Figures 226 and
1961-
227, Section P) was performed. Original construction methods were
1962
used in making the repairs.
(Continued)
337
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