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Projects |
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Repair and Rehabilitation Design
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Rainbow Mall, Niagara,
NY
This parking structure
consists of precast, prestressed concrete girders
and slabs. The girder flanges which support
double-tee slabs broke off at several areas,
leaving a number of the quad tees without
support. FKC investigated the causes for the
failure and designed repair details. The repair
method utilized steel support brackets to
re-support the slabs. New expansion joints for
the structure were design as well.
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Adam
Clayton Powell State Office Building, Bronx, NY
Water
leaks through the plaza pavement and the planter boxes caused
extensive damage to the parking garage below. The reinforced
concrete parking structure suffered extensive damage consisting
of concrete spalls, cracks, and corrosion of the reinforcing
steel. FKC performed an investigation to identify the water leak
sources, and to determine the extent of damage. An engineering
report with findings, conclusions and recommendations was issued.
FKC prepared repair drawings and specifications, and performed
construction administration services.
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Summit Plaza, Newark Avenue, Jersey City,
NJ
The
one-way joist reinforced concrete parking structure,
exhibited extensive deterioration as a result of corrosion
of the reinforcing steel. Additionally, the end columns
of this very long structure suffered extensive damage due
to the thermal movements of the plaza level. FKC
investigated the structural damage and designed repair
details and specifications. New end columns were designed
with sliding slab supports in order to accommodate for the
slab thermal movements. |
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Marcus Ave., Lake Success, NY
The expansion joints
at the plaza level of this office complex
exhibited extensive deterioration in a relatively
short time (about five years) after construction.
FKC investigated the causes for the premature
expansion joint failure and issued a report on the
findings, conclusions, and recommendations. FKC
designed repair details, prepared design drawings
and specifications, and performed construction
administration services.
Due to the expansion
joint failure and water penetration, the metal
deck and slab had deteriorated and several
supporting steel beams had extensively corroded.
FKC used ultrasonic testing to determine the
extent of beam corrosion, and evaluated the loss
of beam strength. |
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Community
Synagogue, Port Washington, NY
The bottoms of the
glue-laminated timber-arch columns were severely damaged and
rotted, but the damage was concealed behind the architectural
finishes. FKC designed temporary shoring and bracing, which were
immediately erected in time for the facility to remain open during
the upcoming religious holidays. FKC performed condition survey
of the arches, including visual and boroscope observations. The
fiber-optic boroscope device enabled us to examine the damaged
timber cavities from the inside. Laboratory testing of wood
samples was performed. Based on the results of the investigation,
FKC designed permanent rehabilitation for the structure and
performed construction administration services.
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