04.06 - structure 03190f index of drawings_bridge_plan___0151-0326.pdf · date revision description...

WATERBURYCONNECTICUT

STRUCTURE LAYOUT FOR DESIGN

LIST 22-25 REHABILITATION OF BRIDGE 03190F

0151-0326

INTERSTATE 84 TR 808

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

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NUMBER

DRAWINGDRAWING TITLE

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

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HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377

Rocky Hill, CT 06067

Engineers Architects Planners

1344 Silas Deane Highway, Suite 501

SIN-01INDEX SHEET 01

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JOINT DETAILS

M. KUCHAS

B. BENNETT

S-11

S-10

S-09

S-08

S-07

S-06

S-05

S-04

S-03

S-02

S-01

GEN-02

GEN-01

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S-12

PARAPET MODIFICATIONS

TYPICAL SECTION

DECK PLAN

FRAMING PLAN

PIER 9 REPAIRS

PIERS 7 AND 8 REPAIRS




WINGWALL MODIFICATIONS

ABUTMENT AND WINGWALL REPAIRS

BRIDGE 03190F GENERAL NOTES

GENERAL PLAN AND ELEVATION

ABBREVIATIONS

INDEX SHEET 1

04.06 - STRUCTURE 03190F

ABBREVIATIONSAND LEGEND

M. KUCHAS

DESIGNER/DRAFTER:

CHECKED BY:


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SAB-01HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377




ABBREVIATIONS

FH

MAS

QUANTITY

FULL HEIGHT

BRG

RAND

TYP

SP SPAN

WB

SL

VERT

WESTBOUND

SECTION LOSS

SB

L

PO

MPCR

JT

FW

DIAG DIAGONAL

FS

NS

OFFSET

H

EB EASTBOUND

SOUTHBOUND

NB NORTHBOUND

CL CENTERLINE

CR CRACK

PED PEDESTAL

w WITH

HA HOLLOW AREA

DP DEEP

EXP EXPOSED

POP OUT

HAIRLINE CRACK(S)HLC/HLCR/HLCRS

LONG

W WIDE

HIGH

TYPICAL

MAP CRACK

EFFLO./EFF EFFLORESCENCE

MASONRY

VERTICAL

QTY

RANDOM

UMINE UNDERMINE

BEARING

HORIZ HORIZONTAL

LT LIGHT

MOD MODERATE

HVY HEAVY

FULL WIDTH

FAR SIDE

NEAR SIDE

JOINT

OFF

EVID EVIDENCE

DIA DIAMETER

FLANGE

BTWN

BOT BOTTOM

FLG

BETWEEN

PL PLATE

P PIER

G GIRDER

S

FLOOR BEAM

STRINGER

F/FB

C/CB CAP BEAM

ADJ ADJACENT

APPROX. APPROXIMATELY

B BEAM

BASELINEBL

B. BENNETT WATERBURYCONNECTICUT



0151-0326


SCALE: 1"=30'

ELEVATION

SCALE: 1"=30'

GENERAL PLAN

RTE. 8 S.B.

{ BRG. ABUT. { PIER 3{ PIER 2{ PIER 1

EXISTING GROUND

{ PIER 4 { PIER 5 { PIER 6 { PIER 7 { PIER 8 { PIER 9

S.W. ROADWAY

ROUTE 8 N.B.

166+00 167+00

168+00

169+00

170+00

171+00

172+00

173+00

165+00

164+00

{ PIER 1 { PIER 2{ PIER 3

{ PIER 4

{ PIER 5

{ PIER 6

{ PIER 7

{ PIER 8

{ PIER 9

{ BRG. ABUT.

62.73' 64.23'71.37'

70.62'

70.63'

61.63'

61.63'

61.64'

61.63'

61.64'

RET. 8 S.B.

ON RAMP

03190B

BRIDGE

FOR CLARITY.

NOTE: I-84 NOT SHOWN

CLEARANCE

VERTICAL

16'-9" MIN.

VERT. CL.

16'-9" MIN.

8'-11"

12'

2'-11"

12'

12'

10'

4'

SLAB

APPROACH

SEE HIGHWAY SHEETS

TRANSITION SECTION

20' CONCRETE BARRIER CURB

SEE HIGHWAY SHEETS

TRANSITION SECTION

20' CONCRETE BARRIER CURB

14'

8'

4'

{ PIER 31

BRG. 03190B

{ PIER 31

''DG'' C

B

MTR

ELEC

SIG

N

"C" C.B.

H.H.

"C" C.B.

"C" C.B.

"C" C.B.

Elec MH

"C" C.B.

15" Mpl.

Chain Link Fence

12" Oak

8" Pine

12" Oak

Twin 12" Oak

18" Oak

18" Oak

Chain Link Fence

H.H.

Metal Beam Rail

BCLCConc. Curb

Conc. Curb

Conc. Curb

Conc. Curb

Chain Link Fence

Gran. Curb

12" Quad Locust

"C-L" C.B.

Metal Beam

RailLedge

Ledge

"C" C.B.

"C" C.B.

DBL. "C" C.B.

DBL. "C" C.B.

H.H.

H.H.

Gran. Curb

Metal Beam Rail

BCLC

BCLC

BCLC

BCLC

"C" C.B.

Ledge

Ledge

Ledge

Metal Beam Rail

Metal Beam Rail

Ledge

BCLC

BCLC

Metal Beam Rail

Metal Beam Rail

BCLCBCLC

Metal Beam Rail

Metal Beam Rail

Conc. CurbConc. Curb

Metal Beam Rail

Metal Beam Rail

Conc. CurbRip Rap

Metal Beam Rail

Conc. Curb

Chain Link Fence

DBL. "C" C.B.

"C" C.B.

"C" C.B.

I-84 E.B OFF RAMP

RTE I-84

W.B

Gran. Curb

Gran. Curb

Gran. Curb

Gran. Curb

BCLC

Metal Beam Rail

Bit.Metal Beam Rail

Twin 10" Oak

BCLC

"C" C.B.

"C" C.B.

"C-G" C.B.

18" Oak

PAVED DITCH

PAVED DITCH

Conc. Walk

RTE. 8 S.B. ON RAMP RTE. 8 S.B.

H.H.

OFF R

AMP R

TE. 8 N.B.

Solid Yellow

Line

Solid White Line

Rip Rap

"C" C.B.

"C-G" C.B.

"C" C.B.

PIE

R

PIE

R




0151-0326


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PROJECT NO.

DRAWING NO.

SHEET NO.











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GENERAL PLAN &

K. DODSON

B. BENNETT

GEN-01

GEN-02BRIDGE 03190FGENERAL NOTES

M. KUCHAS

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

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GENERAL NOTES:

T. ADINOLFI


QTY.UNIT

TABLE OF BRIDGE QUANTITIES

CONCRETE HAUNCH REMOVAL

MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC)

ABRASIVE BLAST CLEANING AND FIELD PAINTING OF BEAM ENDS

STRUCTURAL STEEL REPAIRS

ASPHALTIC PLUG EXPANSION JOINT SYSTEM

VARIABLE DEPTH PATCH

FULL DEPTH PATCH

PARTIAL DEPTH PATCH

SURFACE PATCH

CLASS "S" CONCRETE

BRIDGE PARAPET CAP

MODIFY BRIDGE PARAPET

8'' PIPE FOR BRIDGE DRAINAGE (FIBERGLASS)

RECONSTRUCT CONCRETE DECK ENDS

MILLING OF BITUMINOUS CONCRETE (0" TO 6")

CLEANING AND SEALING JOINTS AND CRACKS

HMA S0.25

HMA S0.5

LF

SY

LS

CWT

LF

CF

CY

CY

SF

CF

LF

LF

LF

CY

SY

LF

TON

TON

580

1780

1

120

310

4

30

25

100

40

1360

1360

80

20

1650

90

110

160

THE CONTRACTOR IS ADVISED THAT EXISTING STRUCTURE INFORMATION IS AVAILABLE IN THOSE PLANS.

EXISTING PLANS: THE REHABILITATION PLANS FOR THESE PROJECTS ARE AVAILABLE AT THE CONNECTICUT DEPARTMENT OF TRANSPORTATION MAP ROOM.

FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT.

THEY HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS, AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL

EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR GENERAL REFERENCE ONLY.

WHEN DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROS.

DIMENSIONS: ALL DIMENSIONS SHOWN ON THE PLANS ARE IN FEET EXCEPT IF NOTED OTHERWISE. ALL ELEVATIONS ARE GIVEN IN FEET.

BE HMA S0.5 (1 IN. THICK).

BITUMINOUS CONCRETE OVERLAY: THIS SHALL CONSIST OF TWO LIFTS. THE FIRST SHALL BE HMA S0.25 (1 IN. THICK) AND THE SECOND SHALL

PAINT: PAINTING OF THE STRUCTURAL STEEL IS ONLY REQUIRED AT THE ENDS OF THE GIRDERS.

PRIOR APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS: CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, WILL NOT BE PERMITTED WITHOUT THE

THESE BARS SHALL BE INCLUDED IN THE PAY ITEM FOR "DEFORMED STEEL BARS (EPOXY COATED)".

EPOXY COATED REINFORCING BARS: ALL REINFORCEMENT IN THE PARAPETS SHALL BE EPOXY COATED UNLESS OTHERWISE NOTED.

REINFORCEMENT: ALL REINFORCEMENT SHALL BE ASTM A615 GRADE 60, UNLESS NOTED OTHERWISE.

CONCRETE COVER: ALL REINFORCEMENT SHALL HAVE 2 IN. COVER UNLESS DIMENSIONED OTHERWISE.

EXPOSED EDGES: EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1 IN. X 1 IN. UNLESS DIMENSIONED OTHERWISE.

PARAFFIN: THE COST OF FURNISHING AND APPLYING PARAFFIN IS INCLUDED IN THE ITEM "CLASS "F" CONCRETE".

CONCRETE ". SEE SPECIFICATIONS.

JOINT SEAL: THE COST OF FURNISHING AND INSTALLING JOINT SEAL SHALL BE INCLUDED UNDER THE ITEM "CLASS "F"

CLASS "F" CONCRETE: CLASS "F" CONCRETE SHALL BE USED FOR PARAPETS AND WHERE NOTED ON THE PLANS.

STRUCTURAL STEEL: SEE STRUCTURAL STEEL NOTES FOR DESIGNATIONS AND REQUIREMENTS.

FUTURE PAVING ALLOWANCE: NONE

LIVE LOAD: AASHTO HL-93 AND CTDOT P204 AND P380 OPERATING VEHICLES (STRENGTH II LIMIT STATE ONLY)

STRUCTURAL STEEL (AASHTO M270, GRADE 50) ..... FY = 50,000 PSI

REINFORCEMENT (ASTM A615, GRADE 60) ........... FY = 60,000 PSI

CLASS "S"...............BASED ON F'C = 4,000 PSI

PRECAST.................BASED ON F'C = 5,000 PSI

CLASS "F" ..............BASED ON F'C = 4,000 PSI

ALLOWABLE DESIGN STRESSES:

AS SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN MANUAL (2003 WITH REVISIONS THROUGH 2012)

DESIGN SPECIFICATIONS: 2012 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY U.S. UNITS, 1ST EDITION,

JANUARY 2016 AND SPECIAL PROVISIONS.

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 817 (2016), SUPPLEMENTAL SPECIFICATIONS DATED




0151-0326


SCALE: " = 1'-0"

ELEVATION

SCALE: " = 1'-0"

SOUTH WINGWALL ELEVATIONSCALE: " = 1'-0"

NORTH WINGWALL ELEVATION

EL. 337.00

EL. 340.00




0151-0326


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PROJECT NO.

DRAWING NO.

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WINGWALL REPAIRSABUTMENT AND

M. KUCHAS

1' x 4" x 1" SPALL AREA

6" x 8" x 1" SPALL AREA

W/ EXPOSED REBAR

2' x 1' x 1" SPALL AREA6' x 1' HC

1.5' HA

8" x 4" x " HC

2' HLC W/ EFF

3' HLC W/ EFF


W/RUST

1.5' x 1' HA

SPALL AREA

16" x 3" x 3"

REPAIR NOTES:

3. SEE REPAIR DETAILS SHEET FOR TYPES AND METHODS OF REPAIRS.

ENGINEER.

2. THE CONTRACTOR SHALL NOT PERFORM ANY WORK WITHOUT APPROVAL BEING GRANTED BY THE

SHALL THEN DETERMINE THE TYPE OF REPAIR REQUIRED FOR EACH AREA.

DETERMINE THE LOCATIONS AND EXACT LIMITS OF ALL AREAS TO BE REPAIRED. THE ENGINEER

STRUCTURE. THE ENGINEER SHALL PERFORM AN INSPECTION OF THE EXISTING SUBSTRUCTURE TO

BE USED AS A GUIDE, AND DOES NOT NECESSARILY REFLECT THE CURRENT CONDITION OF THE

1. THE DETERIORATION SHOWN AND THE RECOMMENDED METHODS OF REPAIR ARE INTENDED TO

- CRACK OR HAIRLINE CRACK

AND/OR SPALL- REPAIR AREA W/ MAPCRACK, HOLLOW AREA

LEGEND

1' x 3" x 1" PED

1' EXPOSED REBAR

2" x 1' x 1.5" SPALL

S-01




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SAFETY WALK

REMOVE EXISTING

BRIDGE RAIL

REMOVE EXISTING STEEL

TOP OF ROAD

MODIFIED BRIDGE PARAPET (TYP.)

DRILL & GROUT

PARAPET CAP ADDED (TYP.)

SCALE: 1"=1'-0"SCALE: 1"=1'-0"

TOP OF ROAD

WINGWALLMODIFICATION

M. KUCHAS

MODIFIED NORTH WINGWALL MODIFIED SOUTH WINGWALLSCALE: 1"=1'-0"

EXISTING WINGWALL

TOP OF ROAD



DRILL & GROUT

SOUTH WALL

LIMITS OF REMOVAL

NORTH WALL

LIMITS OF REMOVAL

1

1

BOTTOM OF SUBBASE

T. ADINOLFI

S-02

2' x 2' MAP CRACK

1' HLC

W/RUST

2' HLC

3' HLC

MAP CRACKS

3' x 7' PATCH W/

1 CLAMP BROKEN

4' x 6" PATCH W/MAP CRACKS 2' HLC W/EFF

3' x 2' HA

3.5' x 6" PATCH

1' HLC

15" HLC

12" HLC

6" HLC

8" HLC

2" HLC

4" HLC

W/RUST

1' ~ HA

2' x 3' x 2" SPALL





0151-0326


DESIGNER/DRAFTER:

CHECKED BY:


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S-03M. KUCHAS

T. ADINOLFI

PIER 1 & 2 REPAIRS



PIER 1 EAST ELEVATION

PIER 1 WEST ELEVATION

LEGEND



REPAIR NOTES:

1. SEE SHEETS S-01 FOR PIER REPAIR NOTES.

SCALE: " = 1'-0" SCALE: " = 1'-0"

SCALE: " = 1'-0"SCALE: " = 1'-0"

6' HLC

3' x 2' HA

5' x 2' HA

8' x 1' HA

4' x 10" HA

2' x 1' HA

2.5' x 2' HA

3' x 2' HA

2' x 1' x 2" SPALL AREA

W/CRACKS

3' x 6" HA

W/EXPOSED REBAR

4' x 9" x 5" SPALL

6' x 6" HA

2' x 2' HA

2' x 1' HOLLOW CORNER


W/EXPOSED REBAR

28" x 2' x 2" SPALL AREA

W/EXPOSED REBAR

30" x 10" SPALL AREA

1' x 5" HA

18" x 4" x 1.5" SPALL AREA

4' x 1' HA

2' HLC

6" HLC

1' HLC

3' HLC3' HLC

9" HLC

1' ~ HA

MAP CRACK

1' ~

1' ~ HA

W/EXPOSED REBAR

1' ~x 1.5' SPALL AREA

16" x 1' x 1.5"

1' ~ HA

6" x 1" SPALL

8" HLC

10" HLC

12" HLC

14" HLC

1' ~ HA

1' ~ HA

4' HLC

SPALLING UP TO 1"

1.5' ~ HA W/EDGE

2' HLC

1' HLC

3' HLC

4' x 2' x 2" HLC

2' x 6" HA

20" x " VERTICAL CRACK




0151-0326


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S-04M. KUCHAS

T. ADINOLFI

PIER 3 & 4 REPAIRS





REPAIR NOTES:




LEGEND

SCALE: " = 1'-0"SCALE: " = 1'-0"

SCALE: " = 1'-0" SCALE: " = 1'-0"

3' x 2.5' HA

1.5' x 6" HA

6' x 2' HA

3' HLC

1.5' ~ HA

2' x 1.5' MAP CRACK

1' x 6" MAP CRACK

3.5' HLC

4" HLC

2' HLC

1' x 6' MAP CRACK8" ~ SPALL AREA

1' ~ HA

14" x 2.5' HA


6" HLC

6" HLC

6" HLC

4" ~ POPOUT




0151-0326


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S-05M. KUCHAS

T. ADINOLFI

PIER 5 & 6 REPAIRS



PIER 5 EAST ELEVATION PIER 6 EAST ELEVATION

PIER 5 WEST ELEVATION PIER 6 WEST ELEVATION

REPAIR NOTES:


LEGEND

SCALE: " = 1'-0" SCALE: " = 1'-0"

SCALE: " = 1'-0" SCALE: " = 1'-0"

6' HLC

1' HLC

1.5' RUST 6" HLC

8" HLC




0151-0326


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S-06M. KUCHAS

T. ADINOLFI

PIER 7 & 8 REPAIRS



REPAIR NOTES:


LEGEND

PIER 7 WEST ELEVATION PIER 8 WEST ELEVATION

PIER 8 EAST ELEVATIONPIER 7 EAST ELEVATION

SCALE: " = 1'-0" SCALE: " = 1'-0"

SCALE: " = 1'-0" SCALE: " = 1'-0"

1' HLC8" HLC

6" HLC

5" HLC

6" HLC




0151-0326


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S-07M. KUCHAS

PIER 9 REPAIRS

T. ADINOLFI




LEGEND


REPAIR NOTES:


SCALE: " = 1'-0" SCALE: " = 1'-0"

168+00169+00

166+00

167+00

{ PIER 6

{ PIER 5

{ PIER 4{ PIER 3{ PIER 2

{ PIER 1

{ BRG. ABUT.

61.63'

70.63'70.62'71.37'64.23'

62.73'EXP EXP FIXFIX FIXEXP

FIXEXP

EXP

EXPFIX

EXPSPAN 2

SPAN 3 SPAN 4SPAN 5

SPAN 6SPAN 1

FIXFIX

EXPFIX

165+85.79

STA

170+00 171+00

172+00

{ PIER 9{ PIER 8{ PIER 7

61.64' 61.63'61.63'

61.64'FIX FIXEXP FIXEXP

FIXEXP

EXP

172+33.54

STA

BRG. 03190A

{ PIER 6

SPAN 7 SPAN 8 SPAN 9SPAN 10




0151-0326


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CHECKED BY:


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PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=20'

20 400

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







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HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377




HNTB Corporation

Fax (860) 257-7394

Tel (860) 257-7377




-BRIDGE 03190F-

-

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M. KUCHAS

FRAMING PLAN

FRAMING PLANSCALE: 1" = 20'

CO

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LEGEND

{ PIER 6

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A-A

MA

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E

A-A

TOP AND BOTTOM COVER PLATE RETROFIT

- 0

- 0

- 0

- 1

STRINGER WEB CRACK

STIFFENER WELD CRACK

DIAPHRAGM WELD CRACK

FLOORBEAM/STRINGER BEARING PLATE TACK WELD CRACK

GIRDER TO CAP BEAM CONNECTION

FLOORBEAM WEB CRACK

- 0

- 0

GIRDER TOP FLANGE REPAIR - 0

GIRDER WEB REPAIR - 22

STIFFNER REPAIR - 0

SPOT PAINTING - 0

GIRDER BOT FLANGE REPAIR - 8

S1

S1S1 S1

S1

S1

S1 S1 S1 S1

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

S2

S3

S4

TR 808

TR 808

I. SOZENOGLU

S-08

168+00169+00

166+00

167+00

{ BRG. ABUT.

{ PIER 1

{ PIER 2 { PIER 3 { PIER 4{ PIER 5

{ PIER 662.73'

64.23'70.62'71.37'

70.63'

61.63'

SPAN 1

DECK DETERIORATION

SPAN 2

24.1%14.8%

SPAN 3

21.8%

SPAN 4

17.1%

SPAN 5

11.7%SPAN 6

24.5%

A.P.J.

A.P.J. A.P.J.

A.P.J.

A.P.J.A.P.J.

TYPE A (TYP.)

DECK END RECONSTRUCTION

SLAB

14' APPROACH

STA 165+85.79

END OF SLAB

60' |

95" |

23'-10"

170+00 171+00

172+00

{ PIER 7 { PIER 8 { PIER 9

61.63' 61.64'61.63'

SPAN 7

27.8%

SPAN 8

15.7%

SPAN 9

61.64'

37.4%

SPAN 10

18.4%

BR. 03190A

{ PIER 31

A.P.J.

A.P.J.

A.P.J.

A.P.J.

STA 172+26

{ SCUPPER

STA 170+53

{ SCUPPER

STA 172+33.54

END OF SLAB

23'-10"

27'-1"




0151-0326

INTERSTATE 84 TR 808 BRIDGE 03190FDECK PLAN

M. KUCHAS

SCALE: 1" = 20'

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

DECK PLAN

A.P.J. = ASPHALTIC PLUG JOINT

S-09

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=20'

20 400








7/29/2016

BLOCK:

SIGNATURE/

...\Br_03190F Deck Plan Sheet.dgnPlotted Date:

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LEGEND

T. ADINOLFI

{ PIER 6

= DECK END TO BE REPLACED

REHABILITATION (TYP.)

LIMITS OF HAUNCH

= LIMITS OF HAUNCH REHABILITATION

4' (TYP.)

STA 172+33

END OF SLAB

SLAB

14' APPROACH

A.P.J.

A.P.J.


LIMITS OF HAUNCH

A.P.J.

A.P.J.

A.P.J.

TYPE A (TYP.)

DECK END RECONSTRUCTION A.P.J.

A.P.J.

STA 170+53

{ SCUPPER

A.P.J. A.P.J.

STA 172+26

{ SCUPPER

A.P.J.

STA 165+85.79

END OF SLAB

PC PCC R LPT T

CURVE DATA

1500

2600

32.00

605.17

64.00

1189.17

172+95.63

-

172+31.63

172+31.63

-

160+42.46

TR 808

TR 808

LIMITS OF HAUNCH REHABILITATION (TYP.)

95" |

MA

TC

H

LIN

E S

EE

BE

LO

W

MA

TC

H

LIN

E S

EE

AB

OV

E

LIMITS OF HAUNCH

60' |


1.8

3'




0151-0326


SCALE: " = 1'-0"

SCALE: " = 1'-0"

"/FT

"/FT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/29/2016

BLOCK:

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...\Br_03190F Typical Section Sheet.dgnPlotted Date:

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BRIDGE 03190FTYPICAL SECTION

M. KUCHAS

BRIDGE RAIL (TYP.)


1'-3"

1'-6"

22'-0"

1'-3"

1'-6"

7" CONCRETE DECK

TO EXPOSE DECK

MILL EXISTING OVERLAY

23'-10"

7"

1'-3"

1'-3"

7"

2" BITUMINOUS CONCRETE

(TYP.)

MODIFIED BRIDGE PARAPET

7" CONCRETE DECK

(WOVEN GLASS FABRIC)

MEMBRANE WATERPROOFING

"/FT

REHABILITATED HAUNCH

PROPOSED REHABILITATED TYPICAL SECTION

SCALE: " = 1'-0"

(TYP.)

EXISTING GIRDERS

(TYP.)

EXISTING GIRDERS

EXISTING TYPICAL SECTION (DECK REPAIR)

SCALE: " = 1'-0"

SAFETY WALK (TYP.)

REMOVE EXISTING

"/FT

} TR 808

} TR 808

(TYP.)

BRIDGE PARAPET CAP

I. SOZENOGLU

S-10




0151-0326


DECK END DEMOLITION DETAILSCALE: 1" - 1'-0"

GIRDER NOT SHOWN FOR CLARITY

NOTE: SECTION TAKEN AT MID BAY.

SCALE: 1" - 1'-0"



DECK END RECONSTRUCTION DETAIL

1

1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/29/2016

BLOCK:

SIGNATURE/

...\Br_03190F Parapet Modification Sheet.dgnPlotted Date:

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PARAPETMODIFICATION

M. KUCHAS

EXISTING PARAPETSCALE 1"=1'-0"

MODIFIED PARAPETSCALE 1"=1'-0"

TOP OF ROAD

SAFETY WALK

REMOVE EXISTING

BRIDGE RAIL


TOP OF ROAD


DRILL & GROUT


(TYP.)

MODIFIED BRIDGE HAUNCH

(TYP.)

OF HAUNCH

REMOVE LIMITS

EXISTING DECK

(TYP.)

END DIAPHRAGM

DECK END DEMOLITION DETAILSCALE: 1" - 1'-0"



LIMITS TYP.

DECK END REMOVAL

CUT TYP.

1" DEEP SAW

LIMITS OF DECK END RECONSTRUCTION

{ JOINT

DECK END

2'-0"2'-0"

EXISTING DECK

(TYP.)

END DIAPHRAGM

SCALE: 1" - 1'-0"



DECK END RECONSTRUCTION DETAIL

CAST IN PLACE DECK END

1

1

DECK END

{ JOINT

1'-6"6"|

NEW PAVEMENT

(TYP.)

PAVEMENT REMOVAL

I. SOZENOGLU

S-11

SCALE: " = 1'-0"

ASPHALTIC PLUG JOINT TREATMENT AT PARAPET

PARAPET OUTER FACE OF BARRIER

SEALANT RECESSED" FROM

" THICK SILICONE JOINT

1" FROM FACE OF PARAPET

1" CLOSED CELL BACKER ROD INSERTED

JOINT SYSTEM

ASPHALTIC PLUG EXPANSION




0151-0326


"

MATERIAL (TYP.)

AND REPLACE WITH PATCHING

REMOVE ALL DETERIORATED CONCRETE

AFTER REMOVING THE EXISTING OVERLAY

VARIES

VARIES

INSTALLATION OF ASPHALTIC PLUG EXPANSION JOINT SYSTEM

ASECTION

-

BRIDGE DECK

ROADWAY SLAB, APPROACH SLAB, OR

WHERE NECESSARY

PROVIDE A SMOOTH, LEVEL SURFACE

APPLY A CEMENTITIOUS MATERIAL TO

WITH AGGREGATE

INSTALL NEW BINDER

{ JOINT

INSTALL NEW BINDERAND BACKER ROD

INSTALL NEW LOCATING PIN

BRIDGE DECK

SILICONE EXPANSION JOINT SYSTEM

VARIES

BRIDGE DECK

THAN JOINT OPENING

BACKER ROD 25% LARGER

APPROACH SLAB

BRIDGE DECK OR

SILICONE SEALANT

"

1/2" BEVEL (TYP.){ JOINT

10" (TYP.)

EXPANSION JOINT SYSTEM

MEMBRANE REPLACE WITH SILICONE

REMOVE BITUMINOUS OVERLAY AND

SCALE: " = 1'-0" SCALE: " = 1'-0"

INSTALL NEW " BRIDGING PLATE

EXPANSION JOINT SYSTEM" (TYP.)

BE PAID FOR UNDER THE ITEM "ASPHALTIC PLUG

PLUG JOINT OR AS DIRECTED BY THE ENGINEER) SHALL

LIMITS OF SAW CUTTING (1" MIN. BEYOND EXISTING 3.

ENGINEER.

HAVE THE LIMITS OF SAW CUTTING APPROVED BY THE

SHALL VERIFY THE BRIDGE DECK JOINT LOCATION AND

BENEATH BITUMINOUS CONCRETE OVERLAY THE CONTRACTOR

WHERE EXISTING BRIDGE DECK JOINTS ARE CONCEALED 2.

"ASPHALTIC PLUG EXPANSION JOINT SYSTEM"

PROPOSED JOINT TO BE PAID FOR UNDER THE ITEM

BITUMINOUS CONCRETE WITHIN THE LIMITS OF THE

THE REMOVAL OF ALL EXISTING JOINT MATERIAL AND1.

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/29/2016

BLOCK:

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...\Br_03190F Joint Details sheet .dgnPlotted Date:

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- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - -

JOINT DETAILS

S-12

N. WILD

M. KUCHAS


Br_03190F Index Plan SheetBr_03190F Abbreviations & Legends SheetBr_03190F Plan & Elevation SheetBr_03190F General Notes SheetBr_03190F Abutment & Wingwall Repair SheetBr_03190F Wingwall Modification SheetBr_03190F Pier Repairs Sheet 1Br_03190F Pier Repairs Sheet 2Br_03190F Pier Repairs Sheet 3Br_03190F Pier Repairs Sheet 4Br_03190F Pier Repairs Sheet 5Br_03190F Framing Plan SheetBr_03190F Deck Plan SheetBr_03190F Typical Section SheetBr_03190F Parapet Modification SheetBr_03190F Joint Details sheet

04.06 - structure 03190f index of drawings_bridge_plan___0151-0326.pdf · date revision description...

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