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: chris.millington@dot.gov

'f

w li! 8 " ci

" z

~ ,:: .. I

Ul ::> iii 0 0:: m

ci 0;; .. i!!

i i:!i

1.067 3.632m 3.556m

NB TRAFFIC lANE

76-:1~H-....... ....-_""",<;>~ CD

::~

NB TRAFfiC lANE

®~

26-l-l-i-

I Ir--- TRAFFIC BARRIER

~ I "'"' EXISTING DECK SUPPORT ~ AT END DIAPHRAGMS TO REMAIN (TYP)

DIAPHRAGM i, (TYP.) '\

210

y

3.4BOm NB TRAFFIC lANE

@~

SAWCUT EXIST SLAB FUll DEP"TH

(TYP.)

1.56'-=

12176m 1It'-M :l.U:I..1:1.U4· -:I.::', Kt.MUVt. t.X1~I\Nti ~UI"'="'''v';IUKt.

27.737m

3.657m 610 3.4BOm REVERSIBLE TRAFFIC lANE SB TRAFFIC lANE

0~ ®tlt

~ SAWCUT EXI!\

SlAB FUll D~ \

::-'-'-IMOVABLE I r BRIOGE:- rMOVABLE (TYP.) ~ I \ BARRIER .I I \ / BARRIER 1.56'-=

" I (AM HOURS~ 1/.1 I (PM HOURS) t<-..

3.556m SB TRAFFlC lANE

®tlt

(

EXISTING EDGE , BEAM TO REMAIN

(TYP.)

. I

3.632m 1.067m SB TRAFFIC lANE

A - r:-76 o 1J'£>.~--~ ~~~

ROADWAY UGHTlNG~ ~ (TYP.) . ~I---'

-1---"'--25'

TRAFFIC BARRIER ~ "'"' I h

LmLl1Y HANG ERS-~ IIII .l. ' 1m I ]1 II 1111 1111 III III I III II

III ' JWI ' II m I I . ill I AND CONDUITS , (TYP.)

I i I I i

I

r

~ 1:321 n

r"I r:= LJ

@ B51 85~

1.676ril 1.702m

r 1 ~ ~ ~ ® ® R~ I--EXIST./pRO

1.829m 1.B29m 1.981m

13.843m

~,.473m I~

STRINGER ® 1.9Blm

~ ~ ~ ~ ~ 1.473m l7. ~~ ~ .. !;Z ~ r l !."I r=;=-,

@ ~ €0 i\~ ~ @ @ 8~ 602 851

1.524m 1.524m 1.981m 1.98 1.829m 1.829m 1.702m

~ ~ \ L REMOVE AND DISPOSE OF EXISTING ABER OPTIC

I'----V ------: \ UNES AND CONDUITS AFTER NEW ABER OPTIC " EXISTING 5kV AND COMMUNICATION UNE INSTAllATION AND COMMISSIONING BY OTHERS

CONDUITS TO BE REMOVED 13.843m

EXISTING PIERS 81 - 166 AXED - EVEN BENTS

EXPANSION - ODD BENTS SCALE:: I : 50

12176m III:.M bti4.1UtlZ· -2b. IN~IAI.L

27.737m

II:'U Ut.(';K t'ANIoUi

(5 1.676m

1.067 3.632m 3.556m 3.4BDm 3.657m 610 3.4BOm . 3.556m 3.632m 1.067m NB TRAFFIC lANE REVERSIBLE TRAFFIC lANE SB TRAFFIC LANE SB TRAFFIC lANE SB TRAFFIC lANE 0S ®tlt ®~ ®tlt o tlt£>. -:11-76

~~,..., ROADWAY UGHTlNG---...... """

CROWN (TYP.) --

I NEW PREFABRICATED I DECK PANEl (TYP.) L I

26-tt--I-

-1---'''-25

It BRIDGE SS~P~ l~~ I TRAFFI~:)RIER tVoGtP~~~~~~ORT-' ~ . I ~ Vf-~~·ra DIAPHRAGM TRA~~srRIER ~-B'

, 210 \ ,,~-rt:::'rf I -" ~ /~:e:'t r~ISTlNG EDGE I

~~~f;~~~r:=====:Hl~~~IAP~~~AA~GjMil\El~====;TIff;~~~~~~~_=':'5~6~~=;li~;;~=lI~Ii!(~AM==H=O=U~RS~~==~li/~I~I~~(P~M;;HO~U~R~S~~'~=6=~~:;ii!~~~/~ 'BfEAMiE=(nP=='=)===liI~::~=i!E======jj::~~~~~ UTlUTY HANGERS -~ II III I III l. -III AND CONDUITS I ~ II II (TYP.) I /7" .... r 1

V ISl @ @ ®

IL 1,/1 ! II III III I III \ II r II

I f II" I Jj Iml ,,~

[%;: 0.11 ~ ;;zjl.473m ~ ~ ~ ~ r0 ~L 1.473m."Jr ~~ p.: ~I r II r= ~ r=;=-, ~

~ / ,~ ® @ (:!) ~ § 8 @ ::+ EXlST./pR ~ STRINGER 602 NEW CONDUIT AND --./ r---SUPPORT TO BE INSTAlLED ~1~.3=2~li~~~~1:·6~7~6~m~~~,~.7~0~2~m~i.;;;~1.~B~29~m~;i.:;~~~;;==~~~==~~::::====::~~~==~~~==::~::~====::~~~~~~::==~::::====::====:±::::::==:±::::==~~~ BY CONTRACTOR. NEW I ABER OPTIC UNE TO BE L, f\..c.L... THE COST OF AlL BEARING AND PEDESTAl MODIACATIONS I" I I " I '\_ ~ _

.~@ ~ § 1.B29m \ 1.9Blm 1.981m 1.524m 1.524m 1.981m 1.9Blm 1.829m 1.B29m, 1.702m 1.676m

INSTAlLED BY,O"THERS. - v TO BE INCLUDED IN ITEMS 202.12001525, 582.0632--25 --y - II --y - _ NEW 4BOV CONDUIT --- v--AND 565.1922. AXED BEARINGS FOR SPAN 166 PAID UNDER ITEM 565.2022. (TYP.)

13.843m 13.843m

PROPOSED PIERS 81 - 166

SCALE:: 1 : 50 AXED - EVEN BENTS EXPANSION - 000 BENTS

NOTE:

llillIS

1. REFER TO DWGS. CS-2. CS-3 FOR SUGGESTED CONSTRUCTION SEQUENCE AND mU-l FOR TEMPORARY SUPPORTS.

2. REFER TO DWGS SlU-l0 TO SlU-15 FOR PRE-FABRICATED OECK OErAlLS.

3. REFER TO DWGS. DTL-l TO DTL-7 FOR BEARING AND PEDESTAl DErAILS.

4. MOVABLE BARRIER IS POSmONED BY "THE AUlHORIlY TO "THE A.M. AND P.M. PEAK TRAFFIC HOURS lOCATION. FOR MOVABLE BARRIER LOCATION DURING CONSTRUCTION. SEE TCP DWGS.

5. CONTRACTOR SHAll TAKE, CARE NOT TO DAMAGE EXISTING EDGE BEAM.

6. PROVIDE TEMPORARY SUPPORT FOR UTlLmES WHICH ARE TO REMAIN. SEE UTlLl1Y PlANS.

LEGEND

~ ITEMS ,202..,200,525. 582.0632--25. 565.1922 AND 565.2022

BIN 5516340

DAlE DESCRIPTION BY

REVISIONS

SYV.

NOTICE: THIS DOCUMENT CONTAINS SENSITIVE AND/OR CONADENlIAI. INfORMATION THAT MAY ONLY BE USED FOR THE SOLE PURPOSE OF PREPARING A 810 FOR THIS PROJECT. ANY OTHER USE IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS DOCUMENT IN ERROR OR ARE NOT lIjE INTENDED RECIPIENT. BE ADVISED THAT ANY USE. 0lSSEMlNAll0N OR COPYING OF THIS DOCUMENT IS STRICTLY PROHIBITED AND YOU MUST DESTROY IT ,IMMEDlAffiY.

fiR NEW YORK STAlE THRUWAY AUTHORITY

DEPARIiIENT OF ENGINEERING SERVICES 2DO SOUlHERN BLW. ~. N.Y. 12209

lTTLE OF' PROJECT TAPPAN ZEE BRIDGE

REPAIR PROJECT lOCATlON OF PROJECT

TAPPAN ZEE BRIDGE lAP 14.67:1:

lTllE oF' DRAWING:

CAUSEWAY TYPICAL SECTION PIERS 81- 166

TANY 10-9B

12/22/09

ALL DIMENSIONS ARE SHOWN IN M1UUMEIERS UNlESS OTHERWISE N01EO.

TSU-1

~ ID

~~ afil 35?: <>'tIl n. 00 zo g:I: <0

'" E -go III til .... ~

ID

ID li,

Il JOINT (SEE DETAIL "A" DWG. DTL-B)

Il JOINT (SEE DETAIL "A" DWG. DTL-B)

4.011 m LONGITuDINAL GROOVING 2S~~----------------~~~~~~~~~~~------------------~r-2S

<i<. GIRDER I

<i<. GIRDER i / SYMMETRICAL ABOUT <i<.

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

I I

602

3-,'6 BARS AT 150 EQ. SPA.

,'9 TRANSVERSE STAGGER

TOP '" BOT. MATS

lDDmm UFnNG· HOLE wrrn B ,'9 TOP AND BOrr. 610 MIN. LENGTH (lYP.)

1.9Blm

I

I I

I I

I I

I ,

-EDGE OF PANEL

0-w

'" w 0 0 j'.!: e ::l;

§ m

~

n. g 0

~ 0 til I 400 EDGE BEAM --+---11 '" t:i .,

I , 14-'29T&B I OF EDGE BEAM

I ,. I , I , I I I.

1.47Bm

200

I I I I I I I I 1 1 I I I

)i I

) I I

, I I , 1 , I I , I I ,

, I 1

, , , , , , ,

, , , ,

300

~ I

m ;;;;, 1

'" ~ 0 z <> i1'. til

..J W

~ -' ('j n. ~

100mm UFlING HOLE LOCA nON (TiP;)

I L50 cov.

en n. < -' ,.: -' ~ -' w z < n. "-a a: I!! z w 0

g w (!) a 1E m <>' 0 z 9 < E 0

'" <D ...:

~5~0~C~O~V~. __ ~ _____ -..~~~~~~~~~3~.~96~'~m~~~~~~~~~~ ____ -rr-SO CO~ fl16 BARS LONG. 0 150 - 27 BARS TOP/Borr. (STAGGERED)

4.061m

DECK REINFORCEMENT PANEL PLAN - LANE 3 (LANE 5, PANEL OPPOSITE HAND)

SCALE: 1 : 20

Ii JOINT (SEE DETAIL "A" DWG. DTL-B)

, Il JOINT (SEE DETAIL "A" DWG. OTL-B)

25-;r-_________ ~~·4~.0~0~4~m~~~O~N~GITU~D~INAL~~GR~O~0~VI~N~G~_---------*--25

<i<. PANEL"

::l; < w m w w (!)

0 a a w 1E m;!; <>'tIl

n. 0 0 z 0 0 :I: -' < 0

E ~ 0 0 .... III til l'.~

m <D li,

,

I I 1 I I I I 1 I I I I I I 1 1 I I I I I I 1 I I I I I I I I I I I I I 1 I I I 1 1 1 I I I 1 1 1 I I I I 1 1 I I I I 1. I I I I I I 1 I I I I 1 I I I I I 1 I I I I 1 I I I I 1 I I 1 1 I I I I I I I I I I 1 I I I I

<i<. GIRDER I

!

503

. <i<. GIRDER

3-,'6 BARS AT 150 EQ. SPA.

,'9 TRANSVERSE STAGGER

TOP & BOT. MATS

100mm UFnNG HOLE wrrn B fl19 TOP AND BOrr. 610 MIN. LENGTH (lYP.)

! I I

I I

I I

I I

I , I I

I I

I I

I I

I I

I I

I i I

I I

I I

I I

I I I I I I I I I I I I I I I I I

/ SYMMETRICAL ABOUT Ii

::--EDGE OF : PANEL I I I I I I I 1 1 I I I I I I I I I I I I I 1 I I I

• I ·1

I I I I I I I 1 I I

~5t:Q.~~~ ATlti

I I

I : I I

. I ! I I

I~~!

t:1il I I

o Ul

o z

~ (I)

-100inm UFlING HOLE LOCA nON (TiP.)

I l.Soom L'50 -~r- L5D COV.

1.524m 1.524m 503

~5~0_C~0~V~' __ +r _____ ~~~~~~~~~_3~.~95~4~m~~~~~~~~==~ _____ -H __ -50 CO~ fl16 BARS LONG. 0 150 - 27 BARS TOP/Borr. (STAGGERED)

4.0S4m

NOTE:

NQlES;.

~3j/ ~

1. AlL DIMENSIONS MEASURED ARE HORIZONTAL AClUAL DIMENSIONS SHALL BE PROVIDED BY THE CONTRACTOR AFTER SURVEY· AND DETERMINING CROSS SLOPE AND LONGITUDINAL SLOPE.

2. SEE PRECAST SUPERSTRUCTURE NOTES (G-3) FOR TOP SURFACE REQUIREMENTS.

3. SEE G-4 FOR GROUTING REQUIREMENTS.

4. FOR. EDGE BEAM REINFORCEMENT SEE DWG. DPU-3.

5. FOR END BEAM REINFORCEMENT.· SEE DWG DTL-2.

BIN 5516340

DATE OESCRIPTlON SYM.

/lEYISIONS

NOTICE: THIS DOCUMENI CONlA1NS SENSITNE AND/OR CONFlOEllTlAL INFORWITION THAT WlY ONLY BE USED FOR THE SOLE PURPOSE OF PREPARING A BID FOR nils PROJECT. ANY OTHER USE IS STRICTLY PROHIBI1£D. IF YOU HAVE RECEIVED THIS DOCUMENI IN ERROR OR ARE NOT THE INIENDED RECIP1ENI. BE ADVISED THAT ANY USE. DISSEMINATION OR COPYING OF THIS DOCUUENI IS STRICTLY PROHIBI1£D AND YOU MUST DESTROY IT IUUEDIATaY.

~ ARCHITECT & ENGtNEER. P.e. ,-"sw.~.1'10~,,­"...:t:Ull_~!II.T.lml'

HR NEW YORK STATE THRUWAY AUTHORIlY

DEP.IRIIIENI Of ENGINEERING SEIMCfS 2DO SOUTHERN BlVD .. NllNIY. N.Y. 12209

llTlE or PROJECT TAPPAN ZEE BRIDGE

REPAIR PROJECT LOCATION OF' PROJECT

- TAPPAN ZEE BRIDGE UP 14.67±

lTTl.£ OF DRAWING

SPANS 82-165 PREFABRICATED DECK

PANEL DETAILS CONTRACT NUldBER:

TANY 10-98

12/22/09 DECK REINFORCEMENT PANEL PLAN - LANE 4 SCALE: ! : 20

All DIMENSIONS ARE SHOWN IN f..tlWf..tETERS UNLESS O1HERWISE NOTED. DRAWING NUMBER:

DPU-l

w (!) IX:

8 (!)

ci

~ JOINT ~ JOINT (SEE DETAIL "B" (SEE DETAIL "B" owe. OlL-B) owe. DlL-B)

2S~~------------------4~.0~1~I~m~L~0~NG~ITU~0~INAL~~G~RO~0~~~N~G~--------------------~-2M~~~~~~ EDGE BEAM I I /~SLAB TERMINATES 76 ADDITIONAL /116 LONG. BARS, 930 LENGTH, AT ISO - 26 TOP CANllLEVERED

FROM END OF , Jr.-GIRDER '463 (SEE nANEL (TYP) ~ GIRDER -5'0 COV.... I r.. , • __ Lr~.-~N~O~~~~~T

~ EXP. BEARINGS

I

50 COV.

I I I I I I I I I I I I I

. I I I I I I I I I I I I I I I I

I 602

I o

I· , I , I

\ , I , I , I ,

\

\

V

EDGE OF PANEL

o to ~

I 1 o

i "

400 EDGE BEAM --+' ----!J , I ,

! I , I , I , I , I

3-/J16 BARS AT ISO EO. SPA.

/J19 TRANSVERSE--. STAGGER

TOP '" BOT. MATS

, v:100 mm UFllNG HOLE WITH B /J19 I TOP. AND B~TT. , 610 MIN. ! ~ . LENGTH (TYP.)

I .'~.

, I i L

! I , I • I , I , I

1\1

.. I.SOOmJ (TYP.)

1.9Blm

3.961m

, , , 4 /J29T"'B~: OF EDGE BEAM . : AND 2 ADo'lL : /122 AT BOTTOM : , . ,

I /

i~ ,

(!) z

~ <II

~ -tl::l:±:Jil ,~il

'ISO 200! I 300

~

I I

I I I II- 100mm UFllNG

HOLE LOCA nON ~TYP.)

I LS~ COV.

50 COV. f/16BARS LONG. 0 ISO - 27 BARS TOP/BOTT. (STAGGERED)

4.061m

DECK REINFORCEMENT PANEL PLAN - LANE 3 . (LANE 5 PANEL OPPOSITE HAND)

~ w (!) Cl 1i! CD ... (!)

~ ·E

!:; '" u:i

~ z ~ ..J W Z « a. ..J

~ § '" u:i

~ JOINT (SEE DETAIL "B" DWG. DlL-B)

~ JOINT (SEE DETAIL "B" owe. DlL-B)

2S-;t--'------------..2::=:!!!..=====....::=~~-----------tl_2S JOINT HEADER 4.004m LONGITUDINAL GROO~NG MMEET MODULAR

EDGE BEAM~~ ~RMINATES 76 ADDITIONAL #16 LONG. BARS, 930 LENGTH, AT ISO - 26 TOP /~~~LEVERED FROM END OF J r.- 1'1 463 (SEE PANEL (TYP.) ... GIRDER r50 COV. ~ GIRDER ~ GIRDER NO~ 2)

mm II *1m ----"-r-/-

V ---.---==r=--r

~ EXP.- I BEARINGS

50 COV.

, I , I I

I , I o , ,

EDGE OF PANEL

I , I , Iii I ,

I I

503

I , I , I , I , I i

! I , I I

I , I ,

3-/116 BARS AT 150 EO. SPA.

/119 TRANSVERSE STAGGER

TOP '" BOT. MATS

(

100 mm UFllNG HOLE WITH B /J19 TOP AND BOTT. 610 MIN. LENGTH (TYP.)

I I

I , I I

I , I i

! I , I , I , I I , I , I I

l.S00mJ (TYP.).

i ~= i ~ I

I I

I i

.! 3-/116 BARS AT ~ 150 EO. SPA. i ~

I

I I

I

150~ ~

1.524m 1.S24m 503

3.954m /J16 BARS LONG. C ISO 27 BARS TOP /BOTT. (STAGGERED)

4.0S4m

I

DECK REINFORCEMENT PANEL PLAN - LANE 4

o IJ)

~

i CD o

-IOOmm UFllNG HOLE LOCA nON (TYP.)

I Lso cov.

50 COV.

NOTE:

~

I. All DIMENSIONS MEASURED ARE HORIZONTAL ACTUAL DIMENSIONS SHAll BE' PRO~DED BY THE CONTRACTOR AFTER SURVEY AND DETERMINING CROSS SLOPE AND LONGITUDINAL SLOPE.

2. GROUT HOLES ARE REOUIRED AT THE PORllON OF THE STRINGER SLAB THAT RESTS ON THE EXISllNG . STEEL STRINGER ENDS. SEE DWG. JTW-2FOR DETAILS.

3. FOR EDGE BEAM REINFORCEMENT SEE DWG. DPU-3

4. FOR END BEAM REINFORCEMENT SEE DWG. DlL-2.

( \

BIN 5516340 ' I-.....,r------r----....-I I'.

DATE DESCRIPTION BY SYI.I.

REY1SIDNS

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 ADVISED THAT ANY USE, OlSSEMlNAll0N OR COP'llNG OF llilS OOCUMENT 15 STRICTLY PROHIBITED AND YOU MUST DESTROY IT IMMEOIAmy.

HR NEW YORK STATE THRUWAY AUTHORITY

DEPARIIIENT Of ENGINEERING SEJMCES 200 9lIIrHERN BLVD .. AlBNff. N.Y. 12209

llTLE OF PROJECT . TAPPAN ZEE BRIDGE

REPAIR PROJECT LOCATION OF PROJECT

TAPPAN ZEE BRIDGE lAP 14.67:1:

llTLE OF DRAWING

SPAN 166 PREF' ABRICATED DECK

PANEL DETAILS

TANY 10-9B

12/22/09

(

SCN.E: 1 : 20 AlL OIMENSIONS ARE SHOWN IN MIWMETERS UNLESS OlliERWISE NOlED.

DPU-2

~ JOINT

I ,

(lYP.)-t 50

SEE DETAIL 'B DWG DTL-

' , T-

200

I-

MATCH TO LANE 3

PANEL '1) • V

100 146 187

. .

200 4 - #13 BARS 0 250

{l19s 0 1501

\. o -. . • • • .

CROWN

4.064m

200 .1 87 187 200 4 - #13 BARS 0 250 200

#160 150

210 TOP <Ie BOTTOM~ STAGGERED

\~ . . . - • _~ v . . _D . . . . . t l

r690 /"#13 690-

e;; r50mmlll VB\ 340 • 340 v~ommlll ~) (lYP.)

340 340 SLEEVE .....

6 ~d 6 ~d - n Ii ~ :-t-- CiT' ~I -- 0

I '" I ~99 LEVEL..-' '-lEVa

lEVa- t--"' 2-113 lYPE (Tl) l-t- 0

57~o- -. t-DTL-2 57 1

n VARIES (SEE NOTE 2)----...... I

I IIII! , Mtr-!"j / I iili!

~50-VARIES (SEE NOTE 2) -r I fur-! !

iiri fll! f- ii I;

)

~ 1-113 lYPE (T',) :;:] C) 2-/113 lYPE (26

ci

ii;ii / , il,ll

I , I I , I ,

~/f ! . I 178 I 178 I BENTS 82 THRU

~ , ~ EXIST. ANCHOR I EXIST.

BOLT ANCHOR

. 508 : BOLT

~ STRINGER 7

1--..

I -'---lllEVaEVELl? ..... '=O'T"llU2~9~9I--Ul1- 2-#13

VARIES (SEE NOTE 2) N!

75D- ~ IJ.

~f+~ri!'iitl'H-II#:h{-/~,.._-tI':::j:::HtiliH:,t':+ Lr~H~!,i'.~iY~~/~' ____ i~',~oi~

lYPE (Tl)

166

1111

63 , I , I ,

. I 1.524m j

.

~ STRINGER 8

PRECAST PANEL ELEVATION LANE 4 AT FIXED END

N.T.5o

/""3 (lYP.)

~ 340

J

~ 0;--., 0

/ J '" LEVEL./' / L. 50 MIN.

2-,22 BARS J ~ 50-

(SPACED EVEN)y 5~

VARIES (SEE NOTE 2)~

63

ill t- ill I

! I ,

Jlli

~/f i ! ~ 1-#13 lYPE (Tl)--l----.,J I 178 I 178 I BENTS 82 THRU 166

~ 2-#13 lYPE (26) EXI~~5T. I' EXTsT.

I , . m ANCHOR ANCHOR

ci 602 BOLT , BOLT

~ := ~ l!i

<t STRINGER 5 OR 11

1.981m

I I ~

STRINGER 6 OR 10

PRECAST PANEL ELEVATION - LANE 3 (LANE 5 PANEL OPPOSITE HAND)

N.T.S.

~ J1 ~50 MIN. ;J

2-122 BARS (SPACED EVEN)

1.524m

V.50mmlll PVC. 40 if- SLEEVE 'rtP)

~ r;r-' 1

1.473m

-

!II JlI

"'

~ JOINT

" I

187 146 100 200 I

. .

I

, .

! I , I , I

-: ~

STRINGER 9

-

- .

r--

'--

' -t-1-50.

" r57

!"! it 1111 .. ,-III, .

63

508

400

, 50 (lYP.) ,

I

I--MATCH TO LANE 5 PANEL

e;; .....

I-lEVa

VARIES !- (SEE NOTE 2)

400

.I:l.QIfS;.

1. SEE DWGS. DPU-l, DTL-2 AND DTL-3 FOR ADDmONAL DETAILS.

2. THE CONTRACTOR SHALL REDUCE DEPTH OF THE CONCRETE BELOW FLANGE TO MAKE ElEVATION ADJUSTMENT.

3. AFTER INSTALLATION OF CONCRETE SUPERSTRUCTURE, THE CONTRACTOR SHALL 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.

360.180x25 STEEL LAMINATED

BIN 5516340 V ELASTOMERIC BEARING lYPE E.L WITH ONE 3mm INTERNAL STEEL PLATE AND TWO LAYERS OF l1mm THICK ELASTOMER (SEE NOTE 4 AND 5)

1====:d;]~~~=1

85X13 SllFF. I( SIDE OF WEB

8

TIGHT FIT

W 410 X 85 DIAPHRAGM

J

EDGE BEAM BEARING DETAIL N.T.5o

CONCRETE EDGE BEAM

W410 X 85 DIAPHRAGM

360.,80.25 STEEL

l LAMINATED ELASTOMERIC BEARING lYPE E.L WITH ONE 3mm INTERNAL STEEL PLATE AND TWO LAYERS OF llmm THICK ELASTOMER (SEE NOTE 4 AND 5) .

n

NOTE:

@~!.iCTION All DIMENSIONS ARE SHOWN IN MIWMEIERS UNlESS OTHERWISE NOTED.

DESCRIPTION BY SYN.

REVISIONS

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.

HR NEW YORK STATE THRUWAY AUTHORITY

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 CONTRACT NUMBER:

TANY 10-9B

12/22/09

DRAWING NUMBER:

DPU-3