Information on Tappan Zee Bridge Deck Panel Reuse

Tappan Zee Bridge Deck Panel Reuse
From the Tappan Zee Contract:
“Precast concrete deck panel substructure units: A total of 150 units shall be salvaged. The units shall be
from the 2005 and 2010 contracts (by others) undertaken at the existing bridge and shall be located on
the tangent section of the existing causeway between spans 70 and 165. Units that have bump-outs for
light standards shall not be included. Twenty units shall be from existing lanes 1 and 7, with 10 units
being taken from each lane, and these units shall be retained with the existing steel traffic barrier
remaining attached. One hundred and thirty units shall be from existing lanes 1, 4 and 7 (without
barrier). The Authority’s Project Manager shall provide to the Design-Builder a list of the available units
after existing traffic has been removed from relevant lanes. Ten units with the barrier and 60 units
without barrier shall be removed and delivered by the Design-Builder to a designated location in
Syracuse, NY. Ten units with the barrier and 70 units without barrier shall be removed and delivered by
the Design-Builder to a designated location in Albany, NY. All 150 units shall be removed, transported,
delivered and unloaded by the Design-Builder without introduction of further defects (cracks, chips,
spalls) that would reduce the service life or adversely affect the immediate in-service use of the precast
concrete deck panel units, unless such further defects are repaired such that the service life or immediate
in-service use is not adversely affected. Any damaged units that are not repaired by the Design-Builder
shall be replaced by other units that conform to the requirements herein;
In addition to the barrier for salvage with deck panels, a total of 15,000 feet of steel barrier and
associated hardware and appurtenances installed on precast deck panels shall be removed from the
panels and salvaged. The Authority’s Project Manager shall provide to the Design-Builder a list of the
available steel barrier sections for salvage after existing traffic has been removed from relevant lanes.
Following removal by the Design-Builder of the steel barrier system, the Design-Builder shall deliver it as
follows: 10,000 feet shall be delivered to a designated location in Albany, NY area; 2,500 feet shall be
delivered to a designated location in the Syracuse, NY area; and 2,500 feet shall be delivered to a
designated location in the Buffalo, NY area. All lengths of barrier and associated hardware and
appurtenances shall be removed, transported, delivered and unloaded by the Design-Builder without
introduction of further defects (bending, denting, cracking, chipping) that would reduce the service life or
adversely affect the immediate in-service use of the barrier systems, unless such further defects are
repaired such that the service life or immediate in-service use is not adversely affected. Any damaged
barrier and barrier appurtenances that are not repaired by the Design-Builder shall be replaced by
barrier and barrier appurtenances that conform to the requirements herein;”
Tappan Zee Bridge Deck Panel Reuse
Existing Tappan Zee Bridge Information: The proposed contract calls for removal and storage of
superstructure units from the existing Tappan Zee Bridge. These units are located on the tangent
causeway section west of the Main Span. These units will come from Lanes 1 and 7 as fascia units and
Lane 4, an interior unit.
Lane 1 and 7 units consist of 2 galvanized rolled beams approximately 50 feet in length with an 8 ¼ inch
monolithic HP concrete deck. Longitudinal grooving is installed on the surface. The fascia rolled beam is
a W27x102 with the interior beam a W27x94. The units were fabricated between 2007-2008 and have
been in service for about 5-7 years. These prefabricated units have a deck areas that typically measures
approximately 12’-7” W x 50’ L. The expansion end consists of the steel beam welded to an elastomeric
bearing. The fixed end consists of a concrete footer that sits on a neoprene pad. The existing anchor
bolts were used/extended and grouted. The estimated weight of each unit is approximately 75500lbs,
not including the steel barrier.
Lane 4 units consists of 3 galvanized rolled beams approximately 50 feet in length with an 8 ¼ inch
monolithic HP concrete deck. Longitudinal grooving is installed on the surface. The rolled beams are
W27x114. The units were fabricated between 2011-2012 and have been in service for about 2-4 years.
These prefabricated units have a deck areas that typically measures approximately 13-3” W x 50’ L. The
expansion end consists of the steel beam welded to an elastomeric bearing. The fixed end consists of a
concrete footer that sits on a neoprene pad. The existing anchor bolts were used/extended and grouted.
The estimated weight of each unit is approximately 86500lbs.
Existing Superstructure Drawings:
Typical Bridge Cross Section
Lane 4 Units - Deck Panel Detail Spans 82 -165
Lane 4 Units - Deck Panel Detail Span 166
Lane 4 Units - Superstructure Details
Lane 1 and 7 Units - Deck Panel Detail Spans 2 -166
Lane 1 and 7 Units - Superstructure Details
Lane 1 and 7 Units – Expansion Bent Details
Lane 1 and 7 Units – Fix Bent Details
Lane 1 and 7 Units - Deck Panel Fixed end Details
Steel Bridge Railing Details 1
Steel Bridge Railing Details 2
Traffic is scheduled to be removed from the existing bridge late 2016. Based on the current demolition
schedule, these panels could become available Summer of 2017. If you would like to receive more
information when it becomes available or are interested in deck panels for reuse, please feel free to
contact me.
Christopher Millington, PE
Major Projects Structural Engineer
Federal Highway Administration, NY Division
11A Clinton Ave, Suite 719
Albany, NY 12207
Phones: 518-431-8853
e-mail: [email protected]
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DEPARIiIENT OF ENGINEERING SERVICES
2DO SOUlHERN BLW. ~. N.Y. 12209
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lTTLE OF' PROJECT
TAPPAN ZEE BRIDGE
REPAIR PROJECT
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STEEL STRINGER ENDS. SEE DWG. JTW-2FOR
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DATE
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NOnCE: THIS DOCUMENT CONTAINS SENSIlNE AND/OR
CONflDENllAL INFORMAll0N THAT MAY ONLY BE USED
FOR lliE SOLE PURPOSE OF PREPARING A BID FOR
llilS PROJECT. ANY OlliER USE IS STRICTLY
PROHIBITED. IF YOU HAVE RECIlVEO THIS DOCUMENT
IN ERROR OR ARE NOT THE INTENDED RECIPIENT, BE
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3.961m
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4.061m
DECK REINFORCEMENT PANEL PLAN - LANE 3
.
(LANE 5 PANEL OPPOSITE HAND)
I
I
DEPARIIIENT Of ENGINEERING SEJMCES
200 9lIIrHERN BLVD.. AlBNff. N.Y. 12209
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COV.
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150~
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llTLE OF PROJECT
cov.
.
TAPPAN ZEE BRIDGE
REPAIR PROJECT
LOCATION OF PROJECT
TAPPAN ZEE BRIDGE
lAP 14.67:1:
503
50 COV.
1.524m
50 COV.
/J16 BARS LONG. C ISO
1.S24m
llTLE OF DRAWING
503
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3.954m
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SPAN 166
PREF'ABRICATED DECK
PANEL DETAILS
50 COV.
TANY 10-9B
4.0S4m
DECK REINFORCEMENT PANEL PLAN SCN.E: 1 : 20
LANE 4
NOTE:
12/22/09
AlL OIMENSIONS ARE SHOWN IN MIWMETERS
UNLESS OlliERWISE NOlED.
DPU-2
(
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4.064m
200
100
146
187
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THE CONTRACTOR SHALL REDUCE DEPTH OF
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3.
AFTER INSTALLATION OF CONCRETE
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GROUT ANCHOR BOLTS. SEE G-4 FOR
GROUT GENERAL NOTES.
4.
BEARINGS ON TOP OF DIAPHRAGMS ARE
SIMIlAR TO BEARINGS AT GIRDERS. SIKAOUR
31 EPOXY SHALL BE USED TO ATTACH
ELASTOMERIC PAD TO THE STEEL DIAPHRAGM.
5.
STEEL LAMINATED BEARINGS ON TOP OF
DIAPHRAGMS TO BE PAID UNDER 565.1921.
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PRECAST PANEL ELEVATION
LANE 4 AT FIXED END
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BIN 5516340
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85X13 SllFF. I(
SIDE OF WEB
8
DESCRIPTION
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340
NOTICE: THIS DOCUMENT CONTAINS SENSITIVE mO/OR
CONFIDENTIAL INFORMATION lIlA! MAY ONLY BE USED
FOR THE SOLE PURPOSE OF PREPARING A BIO FOR
. THIS PROJECT. ANY OTHER USE IS STR/C1l.Y
PROHIBITED. IF YOU HAVE RECEIVED THIS DOCUMENT
IN ERROR OR ARE NOT THE INTENDED RECIPIENT. BE
AOVlSED lIlAT ANY USE. DISSEMINATION OR COPYlNG
OF THIS DOCUMENT IS STRIC1l.Y PROHIBITED mo YOU
MUST OESTROY IT IMMEDIATELY.
ill
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LAYERS OF llmm THICK
ELASTOMER (SEE NOTE 4
AND 5) .
PRECAST PANEL ELEVATION - LANE 3
(LANE 5 PANEL OPPOSITE HAND)
N.T.S.
DEPARlIIENT Of ENGINEERING SfIMC£S
200 SOU1HERH BlW. AIIlNfr. N.Y. 12209
TITLE
or
PROJECT
TAPPAN ZEE BRIDGE
REPAIR PROJECT
LOCATION OF PROJECT.
TAPPAN ZEE BRIDGE
UP 14.67±
l1ll..E OF DRAWINC
SPANS 82-165
SUPERSTRUCTURE DETAILS
FIXED END
1.473m
~
STRINGER 6 OR 10
STRINGER 5 OR 11
NEW YORK STATE THRUWAY AUTHORITY
CONTRACT NUMBER:
TANY 10-9B
W410 X 85
DIAPHRAGM
NOTE:
@~!.iCTION
All DIMENSIONS ARE SHOWN IN MIWMEIERS
UNlESS OTHERWISE NOTED.
12/22/09
DRAWING NUMBER:
DPU-3