Construction and Rehabilitation History
F, G, K,
1972
Additional portions of the south pier (Figure 110,
and
were repaired. Section G and a portion of Section F were
a steel sheet-pile encasement (Figure 112).
enclosed
The voids
between the sheetpiling were filled with stone, and the pier was
ft lwd. After repairs
capped with concrete to an el of about
the structures was 36 ft (Section
and 31 ft (Sec-
the width
tion G. Steel sheetpiling was installed on the channel side of the
)
)
`I
voids were filled with stone, and a concrete cap installed.
Another portion of the south pier underwent repairs (Figure 110, Sec-
1976
tions I and
Steel sheetpiling was installed on the channel side
and the voids were filled
with stone. The pier was capped with concrete to an el of
ft
.
1982
Stone fill in portions of the north pier (Figure 110, Sections A l , A ,
and
was replenished, and new concrete caps were installed in these
areas.
1985
An inspection of the structures revealed that fill stone was 3 to
I
structure was prevalent in places, It was also noted that fill stone
in the south pier was settling which was also causing cracking of the
concrete superstructure. Maintenance repair of the structures has
been recommended but not yet performed. The piers are considered to
be in fair condition.
I
(Sheet 3 of 3)
184
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