04.05 - STRUCTURE 03190E INDEX OF DRAWINGS_Bridge_Pla____0151-0326.pdf · drawing no. sheet no. ......

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

7/21/2016

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PRELIMINARY DESIGN REVIEW

WATERBURYCONNECTICUT

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

LIST 22-25 REHABILITATION OFSIN-01

INDEX SHEET 01

BRIDGE - 03190EPDG

0151-0326JSB

S-23

S-22

S-21

S-20

S-19

S-18

S-17

S-16

STEEL REPAIR DETAILS (NOT INCLUDED)

MISCELLANEOUS DETAILS (NOT INCLUDED)

HIGHWAY GUARDRAIL TRANSITION DETAILS (NOT INCLUDED)

DECK JOINT DETAILS

DECK CONCRETE REPAIRS

SUBSTRUCTURE CONCRETE REPAIRS

PARAPET MODIFICATION DETAILS (NOT INCLUDED)

UNDERSIDE OF DECK REPAIR PLAN

DECK PLAN

BEARING DETAILS (NOT INCLUDED)

FRAMING PLAN

PIER 7

PIER 6

PIER 5

PIER 4

PIER 3

PIER 2

NORTH ABUTMENT

STAGE 1 CONSTRUCTION PLAN (NOT INCLUDED)

STAGE 1 DEMOLITION PLAN (NOT INCLUDED)

TYPICAL SECTION AND PROFILE

GENERAL PLAN AND ELEVATION

ABBREVIATIONS

INDEX SHEET 1

S-15

S-14

S-13

S-12

S-11

S-10

S-09

S-08

S-07

S-06

S-05

S-04

S-03

S-02

SAB-01

SIN-01

ROUTE 8 NB RAMP 128

04.05 - STRUCTURE 03190E


SAB-01ABBREVIATIONS

LIST 22-25 REHABILITATION OFBRIDGE 03190E

DESIGNER/DRAFTER:

CHECKED BY:


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SHEET NO.











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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

PDG

0151-0326JSB

ROUTE 8 NB RAMP 128

SU

NN

YSID

E

DR.

RIVERSIDE ST.

"C" C.B.

H.H.

"C" C.B.

"C" C.

B.

"C" C.

B.

Elec MH"C" C

.B.

"C" C.B.

"C" C.B.

"C" C.B.

"C" C.B.

"C"

C.B.

"C"

C.B.

Bit

"C" C.B.

15"

Mpl.

Chain L

ink Fen

ce

12"

Oak

8" Pine

12" Oak

Twin 12" Oak

18" Oak

18" Oak

Chain L

ink Fenc

e

Elec MH

T.C. B

ox

Chain Link Fence

Metal Beam Rail

Conc. Curb

Conc. Curb

BCLC

BCLC

Conc. Curb

Conc. Curb

Conc.

Curb

Conc.

Curb

Chain L

ink Fen

ce

Chain Link Fen

ce

Conc. Curb

Conc. Cur

b

Conc. Curb

Conc. Curb

Conc. Curb

Conc. Curb

Conc. Curb

Chain

Link Fence

STORM M.H.'s

Span Pole

"C" C.

B.

Gran. Curb

12" Q

uad Lo

cust

APPROX LOC OF 12" GAS MAIN





APPR

OX LO

C OF 6"

GAS

MAIN


APPR

OX LO

C OF 6"

GAS

MAIN


Gran. Curb

Metal Beam Rail

Metal Beam Rail

BCLC

BCLC

Metal Beam Rail

Metal Beam Rail

Rip Rap

Metal Be

am Rail

Metal Be

am Rail

Chain L

ink Fen

ce

Endwall

15'' C. IRON

Metal Beam Rail

Metal Beam Rail

MB

R

Metal Beam Rail

Metal Beam Rail

Metal Beam Rail

AB

UT

BRID

GE

Metal Be

am Rail

Metal Beam Ra

il

Twin 10" Oak

BCLC

"C-G" C.B.

18" Oak P

AVED

DIT

CH

PAVED DITCH

PAVED DI

TCH

Conc. Walk

Conc. Walk

Conc. Walk

M.H.'s

APPROX. LOC. 8" WATER

APPR

OX.

LO

C. 8"

WATER

RIVERSIDE ST SOUTH BOUND

ON RAMP RTE. 8 S.B.

H.H.

OFF RAMP RTE. 8 N.B.

W.G.

255

260

260 265

265270

270

270

270

275

275

275

280

280

280

285

285

285

290

290

290

290

295

295

295

SIG

N

SIG

N

SIG

NSIG

N

LP

SIG

N

LP

LP

SIG

N

LP #151-

928

1516

336.57

lpol

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







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GENERAL PLAN &ELEVATION

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CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

GENERAL NOTES:

DESIGN SPECIFICATIONS:

STRUCTURAL STEEL:

BITUMINOUS CONCRETE OVERLAY:

DIMENSIONS:

EXISTING DIMENSIONS:

CLASS "S" CONCRETE:

COMPOSITE CONSTRUCTION:

CLASS "F" CONCRETE:

JOINT SEAL:

EXPOSED EDGES:

CONCRETE COVER:

REINFORCMENT:

EPOXY COATED REINFORCING BARS:

CLOSED CELL ELASTOMER:

CONSTRUCTION JOINTS:

SPECIFICATIONS:

NONE

SEE STRUCTURE SHEET NOTES FOR DESIGNATIONS AND REQUIREMENTS.

OTHERWISE.

ALL REINFORCMENT SHALL HAVE TWO INCHES COVER UNLESS DIMENSIONED

ALL REINFORCMENT SHALL BE ASTM A615 GRADE 60.

DIMENSIONED OTHERWISE.

EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1" BY 1" UNLESS

COURSE OF HMA S0.375 FOR A TOTAL OF 2•".

COURSE OF HMA S0.25 AND THE SECOND SHALL BE 1•" THICK TOP

THIS SHALL CONSIST OF TWO LIFTS. THE FIRST SHALL BE 1" THICK BOTTOM

HAS REACHED A STRENGTH OF f'c=4000psi.

(TRAFFIC) WILL BE PERMITTED ON THE STRUCTURE AFTER THE CONCRETE

CONCRETE HAS REACHED A STRENGTH OF f'c = 3500psi. LIVE LOADS

STRUCTURE WHEN DIRECTED BY THE ENGINEER BUT ONLY WHEN THE

CONSTRUCTION LOADS AND DEAD LOADS WILL BE PERMITTED ON THE

NOT BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS, WILL

OMITTED DIGITS SHALL BE ASSUMED TO BE ZEROES.

DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE

IF NOTED OTHERWISE. ALL ELEVATIONS ARE GIVEN IN FEET. WHEN DECIMAL

ALL DIMENSIONS SHOWN ON THE PLANS ARE IN FEET AND INCHES EXCEPT

SUBMITTED FOR REFERENCE BY THE REVIEWER.

SUBMITTED FOR APPROVAL THE FIELD MEASUREMENT SHALL ALSO BE

ACCURACY. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE

FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR

ALL FIELD MEASUREMENTS NECESSARY TO ASSURE PROPER FIT OF THE

DESIGN DRAWINGS AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE

THE GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL

DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR

DESIGN STRENGTHS:

LIVE LOAD:

FUTURE PAVING ALLOWANCE:

JULY 2013 AND SPECIAL PROVISIONS.

SPECIFICATIONS FORM 816 (2004), SUPPLEMENTAL SPECIFICATIONS DATED

CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD

MANUAL (2003 EDITION), UP TO AND INCLUDING 2011 REVISIONS.

CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN

INCLUDING 2013 INTERIM REVISIONS AS SUPPLEMENTED BY THE

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SIXTH EDITION,

CLASS "S" CONCRETE SHALL BE USED FOR THE SUBSTRUCTURE REPAIRS.

IN THE SPECIAL PROVISIONS.

BLOCKS AND BRIDGE DECK, INCLUDING PATCHES, UNLESS OTHERWISE SPECIFIED

CLASS "F" CONCRETE SHALL BE USED FOR THE APPROACH SLABS, PARAPETS, END

AASHTO HL93STANDARD DESIGN VEHICLE:

CONCRETE FOR STRUCTURES".

REQUIREMENTS OF THE SUPPLEMENTAL SPECIFICATION "SECTION 6.01

THE CONCRETE IN THE CONSTRUCTED COMPONENTS SHALL CONFORM TO THE

COMPONENTS IS NOTED ABOVE. THE MINIMUM COMPRESSIVE STRENGTH OF

THE SPECIFIED CONCRETE STRENGTH USED IN DESIGN, f'c, OF THE CONCRETE

STRUCTURAL STEEL (ASTM M270, GRADE 50T2)..........................Fy = 50 KSI

REINFORCEMENT (ASTM A615 GRADE 60)...................................fy = 60 KSI

CLASS "F" CONCRETE.................................................................f'c = 4.0 KSI

CLASS "S" CONCRETE.................................................................f'c = 3.0 KSI

SEE SILICONE EXPANSION JOINT SYSTEM SPECIAL PROVISION.

BE INCLUDED IN THE COST OF THE ITEM "CLASS 'F' CONCRETE."

THE COST OF FURNISHING AND INSTALLING CLOSED CELL ELASTOMER SHALL

FOR "DEFORMED STEEL BARS (EPOXY COATED)".

OTHERWISE NOTED. THESE BARS SHALL BE INCLUDED IN THE PAY ITEM

APPROACH SLAB, AND THE PARAPETS SHALL BE EPOXY COATED UNLESS

ALL REINFORCEMENT IN THE SUPERSTRUCTURE INCLUDING THE DECK SLAB,

PLAN

ELEVATION

SCALE: 1" = 40'

SCALE: 1" = 40'

C EXP.C FIXEDL

LC EXP.C FIXEDL

LC EXP.C FIXEDL

LC EXP.C FIXEDL

LC EXP.C FIXEDL

LC EXP.C FIXEDL

L

L

LC FIXED

N42°-41'-17.8

"E

N40°-39'-05.1

"E

N38°-22'-14.2

"E

N36°-05'-23.3

"E

N33°-48'-32.4

"E

N31°-31'-41.5

"E

N29°-14'-50.6

"E

N29°-14'-50.6

"E

NORTH ABUTMENT

C BEARING

C PIER 7

L

L C PIER 6LC PIER 5L

C PIER 4LC PIER 3L C PIER 2L

C PIER 1L

300+00

301+00

302+00303+00

304+00

305+00

300+70.48

P.C. STA.LT. STD. LT. STD.

RTE. 8 RAMP 128 BL

BRIDGE 03190A

LT. STD.LT. STD.

BRIDGE 03190A

C PIER 7L C PIER 6L C PIER 5LC PIER 4L C PIER 3L C PIER 2L C PIER 1L

C BRG. N. ABUT. (EXP.)

GROUND

EXIST.

JCT BOX JCT BOX

S-02ROUTE 8 NB RAMP 128

70.16'

SPAN 6

70.15'

SPAN 5

70.15'

SPAN 4

70.16'

SPAN 3

70.15'

SPAN 2

69.25'

SPAN 1

63.24'

SPAN 7

DESIGNER/DRAFTER:

CHECKED BY:


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TYPICAL SECTION

0151-0326JSB

CONNECTICUT

AND PROFILE

300+00 301+00 302+00 303+00 304+00 305+00 306+00299+00

325

320

315

310

305

300

295

290

285

280

275

270

265

260

255

BRIDGE RAIL (TYP)

REMOVE EXIST ALUMINUM

1'-11" 1'-11"22'-10"10"

27'-6"

VARIES3 SPACES @ 7'-8" = 23'-0"VARIES

B ROUTE 8 RAMP 128TO EXPOSE DECK

MILL EXIST OVERLAY

7ƒ"

L

1'-11" 1'-11"22'-10"10"

27'-6"

B ROUTE 8 RAMP 128L

VARIES3 SPACES @ 7'-8" = 23'-0"VARIES

7ƒ"

CONCRETE OVERLAY

2•" BITUMINOUS

PARAPET (TYP)

MODIFIED BRIDGE

SCALE: …" = 1'-0"SCALE: …" = 1'-0"

EXISTING CROSS SECTIONPROPOSED CROSS SECTION

PROFILE - ROUTE 8 RAMP 128 BASELINE

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 10'

ST

A. 299+

99.7

3

C

PIE

R 1

ST

A. 300+

70.4

8

C

PIE

R 2

ST

A. 301+

42.1

3

C

PIE

R 3

ST

A. 302+

13.7

9

C

PIE

R 4

ST

A. 302+

85.4

4

C

PIE

R 5

ST

A. 303+

57.0

9

C

PIE

R 6

ST

A. 304+

28.7

5

C

PIE

R 7

ST

A. 304+

28.7

5

C

BR

G.

N.

AB

UT.

L L L L L L L L

260' V.C.140' V.C.

EL. 290.7

8

P.V.I. 306+

40

EL. 321.0

5

P.V.I. 300+

25


DESIGNER/DRAFTER:

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PDGCONNECTICUT

JSB

NORTH ABUTMENT

CO

NNECTIC

UT

CO

OR

DIN

ATE GRID

NORTH ABUTMENT PLAN

SCALE: ‚" = 1'-0"

SCALE: ‚" = 1'-0"

NORTH ABUTMENT ELEVATIONSCALE: ‚" = 1'-0"

NORTHWEST WINGWALL ELEVATION

SCALE: ‚" = 1'-0"

NORTHEAST WINGWALL ELEVATION

0151-0326

6"

6" 6"

EXISTING GRADE

EXISTING GRADEEXISTING GRADE

1' DIA

8" DIA x 1"D

TO 10"L x 6"H x 1"D

RANDOM SPALLING UP

TOP OF BACKWALL W/

WITH SPALL

1' DIA HOLLOW

1'

4" DIA

SUBSTRUCTURE NOTES

PIER 1 DETAILS

SEE BRIDGE NO. 03190A DRAWINGS FOR5.

EPOXY INJECTION CRACK REPAIR.

AREAS OF CRACKING SHALL BE SEALED WITH 4.

REPAIR DETAILS ON DRAWING NO. S-23.

REMOVED AND REPAIRED. SEE TYPICAL CONCRETE

SPALLED AND HOLLOW AREAS SHALL BE 3.

CONCRETE DEFICIENCIES.

CONTRACTOR SHALL FIELD VERIFY ALL NOTED 2.

DRAWINGS AND SHALL BE FIELD VERIFIED.

PROVIDED ARE FROM ORIGINAL CONSTRUCTION

EXISTING DIMENSIONS AND ELEVATIONS 1.

6"

6"L

SHALLOW BAR

1.5'L

LEGEND:

HAIRLINE CRACKS (HLC)

SPALL AREA WITH EXPOSED REBAR

SPALL AREA

HOLLOW AREA (HA)

2'H


DESIGNER/DRAFTER:

CHECKED BY:


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PDGCONNECTICUT

PIER 2

JSB

CONNECTICUT

COORDINATE

GRID

SCALE: ‚" = 1'-0"

PIER 2 PLAN

SCALE: ‚" = 1'-0"

PIER 2 SOUTH ELEVATIONSCALE: ‚" = 1'-0"

PIER 2 NORTH ELEVATION

SCALE: ‚" = 1'-0"

PIER 2 WEST ELEVATION

LEGEND:

6" ON SEAT

EXTENDS

7"

6" W/ RUST

4' W/ RUST

4"

W/ RUST

2'L VT HLC

13"

2.5'L

4'L W/ RUST

& EFFLORESCENCE

4' HLC W/ RUST

EXISTING GRADE

EXISTING GRADE

(2) 1' DIA. HOLLOW AREAS(2) 1' DIA. HOLLOW AREAS

0151-0326



SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

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PIER 3

JSB

CONNECTI

CUT

COO

RDINATE

GRID

PIER 3 PLANSCALE: ‚" = 1'-0"

SCALE: ‚" = 1'-0"



LEGEND:

2'L

18"L

1" HLC W/ CAST

3'L HLC

5'L HLC

SPALL

6"L x 3" H x 1" D

SPALL

6" x FH x 1"D

1' DIA HOLLOW AREA

EXISTING GRADE EXISTING GRADE

4' x 1' HOLLOW AREA

0151-0326



SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

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PIER 4

JSB

CO

NNECTI

CUT

CO

ORDI

NATE GRI

D

SCALE: ‚" = 1'-0"

PIER 4 PLAN

SCALE: ‚" = 1'-0"



SCALE: ‚" = 1'-0"

PIER 4 EAST ELEVATION

LEGEND:

W/ RUST

1' x 1' HA

2'L6"

10"5"

1'L

3'L

2'L

3'L

1'1'

1'2'L

SPALL

6" x FH x 1"D

2'L HLC

1' DIA HOLLOW AREA

0151-0326




SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

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PIER 5

JSB

CO

NNECTIC

UT

CO

OR

DIN

ATE GRID

SCALE: ‚" = 1'-0"

PIER 5 PLAN

SCALE: ‚" = 1'-0"



LEGEND:

FH HLC @ PED

1'

0151-0326



SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

CHECKED BY:


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PIER 6

JSB

CO

NNECTIC

UT

CO

OR

DIN

ATE GRID

SCALE: ‚" = 1'-0"

PIER 6 PLAN

SCALE: ‚" = 1'-0"

PIER 6 SOUTH ELEVATION

SCALE: ‚" = 1'-0"


LEGEND:

4"1' W/ EFFLORESCNENCE

2.5'

EXISTING GRADE

1' x 4" x 2"D1' x 4" x 2"D

OF CONC. KEEPER

FRONT & REAR

1' x 4" x 2"D @

1' W/ RUST

ON UNDERSIDE

3' LONG CRACK

6" x 4" x 1"D

EXISTING GRADE

0151-0326



SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

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PIER 7

JSB

CO

NNECTIC

UT

CO

OR

DIN

ATE GRID

SCALE: ‚" = 1'-0"

PIER 7 PLAN

SCALE: ‚" = 1'-0"



LEGEND:

FH HLC @ PED


8"

FH x HLC @ PED

6"

8" W/ EFFLORESCENCE

2' W/ EFFLORESCENCE

1' W/ EFFLORESCENCE

8"

10" 6"

6"

' HLC W/ EFFLORESCENCE213

0151-0326

6"



SPALL AREA

HOLLOW AREA (HA)


DESIGNER/DRAFTER:

CHECKED BY:


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FRAMING PLAN

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CO

NNECTIC

UT

CO

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ATE

GRID

C PIER 2

C PIER 3C PIER 4

C PIER 5

C PIER 6C PIER 7C BEARING NORTH ABUTMENT

104

103

102

101

204

203

202

201301

302

303

304

401

402

403

404

501

502

503

504

601

602

603

604

701

702

703

704

SPAN 1SPAN 2

SPAN 3

SPAN 4

SPAN 5SPAN 6SPAN 7

SCALE: ‚" = 1'-0"

FRAMING PLAN - SPANS 1-4

SCALE: ‚" = 1'-0"

FRAMING PLAN - SPANS 5-7

LLL

L

L

LL

L

B ROUTE 8 RAMP 128

B ROUTE 8 RAMP 128L

L

C PIER 1

2" A

SOLE & LOAD PLATES

IMPACTED RUST BETWEEN

SOLE & LOAD PLATES


SOLE & LOAD PLATES


SOLE & LOAD PLATES


LAMINATED RUST

FIXED BRGS W/

0151-0326

WELD & 1"L CR IN VERT WELD

"L CR IN BOT HORIZ414

DIAPH. TO CONN. P W/

WELD

"L CR IN BOT HORIZ 414

DIAPH. TO CONN. P W/L

L

CR IN VERT WELD

"L 1613IN BOT HORIZ WELD &

DIAPH. TO CONN. P W/ 4"L CR CRACKED THROUGH

BOT HORIZ WELD IS

DIAPHRAGM TO CONN PL

TEMPERATURE

MODE FOR THE AMBIENT

BRG IS IN THE INCORRECT

4"L CR IN TOP HORIZ WELD


4"L CR IN BOT HORIZ WELD


L

L(ALL SL'S PAINTED)

9"L @ BOTH SIDES OF BRG)

" x UP TO1613"L x 18"L (

" PITTING81UP TO

SOLE & LOAD PLATE


NOTES:

OVER UNLESS NOTED OTHERWISE

ALL NOTED SECTION LOSS IS PAINTED1.

SOLE & LOAD PLATE


SOLE & LOAD PLATE


(PAINTED OVER)

"D SL 81BRG STIFF W/ FW x 2"H x

"D (MAX) SL163BOT OF WEB W/ 15"L x 4"H x

WEST SIDE:

"D (MAX) SL41"H x 2

1BRG STIFF W/ FW x 4

"D (AVG) SL81BOT OF WEB W/ 16"L x 6"H x

EAST SIDE:

" REM161"H X 2

1BRG STIFF W/ FW x 2

"D 163BRG STIFF W/ FW x 9"H x

"D 41"-16

3 BOT OF WEB W/ 12"L x 3"H x

"D 81BRG STIFF SL, FW x 6" x

"D (MAX) 81BOT OF WEB W/ 2'L x 5"H x

WEST SIDE:

"D81BRG STIFF W/ FW x 1"H x

"D81BOT OF WEB W/ 6"L x 4"H x

EAST SIDE:

PAINTED OVER @ BASE OF WEB

"D (MAX)81"H x 2

1 BOT OF WEB W/ 31"L x 3

WEST SIDE:

"D81BRG STIFF W/ FW x 1"H x

PAINTED OVER @ BASE OF WEB

"D81BOT OF WEB W/ 12"L x 4"H x

EAST SIDE:" A4

3 3

C PIER 5L

BOTTOM FLANGE.

A CRACK IN WELD BETWEEN SOLE PL. &


CO

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CO

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ATE

GRID

CO

NN

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TIC

UT

CO

OR

DIN

AT

E

GRID

STANDARD

LIGHTING

STANDARD

LIGHTING

2'-0" (TYP.)

DECK END (TYP.)

REMOVE AND REPLACE

CONCRETE OVERLAY, TYPICAL ALL SPANS

REMOVE AND REPLACE BITUMINOUS

MODIFY PARAPET (TYP.)

REMOVE RAILING AND

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/21/2016

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...\CAD\Br_03190E_Deck Plan.dgnPlotted Date:

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WATERBURY

PDGCONNECTICUT

DECK PLAN

JSB

C PIER 1

C PIER 2C PIER 3

C PIER 4

C PIER 5

C PIER 6

C PIER 7

C BEARING NORTH ABUTMENTL

L

L

L

LL

L

L

B ROUTE 8 RAMP 128

B ROUTE 8 RAMP 128L

L

SCALE: ‚" = 1'-0"

SCALE: ‚" = 1'-0"

DECK PLAN - SPANS 1-4

DECK PLAN - SPANS 5-7

SPAN 1SPAN 2SPAN 3SPAN 4

SPAN 5SPAN 6SPAN 7

300+00

301+00302+00

303+00304+00

305+00 @ RANDOM LOCATIONS

DEPRESSED UP TO 1"

COMPRESSION SEAL

DECK END (TYP.)

REMOVE AND REPLACE

CONCRETE OVERLAY, TYPICAL ALL SPANS

REMOVE AND REPLACE BITUMINOUS

MODIFY PARAPET (TYP.)

REMOVE RAILING AND

0151-0526


CO

NNECTIC

UT

CO

OR

DIN

ATE

GRID

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRID

50%

FW @ HAUNCH

(1) W/ EFFLO

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/21/2016

BLOCK:

SIGNATURE/

...\Br_03190E_Underside of Deck Repair Plan.dgnPlotted Date:

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WATERBURY

PDGCONNECTICUT

JSB

SCALE: ‚" = 1'-0"

SCALE: ‚" = 1'-0"

UNDERSIDE OF DECK PLAN - SPANS 1-4

UNDERSIDE OF DECK PLANS - SPANS 5-7

0151-0526

50%

10%

15%

ONTO SUPERSTR COMP.

W/ NO EVID. OF LEAKAGE

SHORT/BROKEN WEEP

HL CR (TYP.)

RANDOM 2'L

C PIER 2L

C PIER 3L

C PIER 4L

C PIER 5L

WEEP PIPE (TYP.)

75%

W/ EFFLOSPAN 4

W/ EFFLO

SPAN 3

FW x 1'W

20%

25%50%30%

W/ EFFLO

25%

C PIER 1L

B ROUTE 8 RAMP 128L

CRACKS (TYP.)

RANDOM 2'L

SPAN 2

C BEARING NORTH ABUTMENTL

C PIER 7L

C PIER 6L

WEEP PIPE (TYP.)

2'x1'

15% 60%

10%

2'x1'

10%W/ EFFLO

W/ EFFLO

10%

15% 30%

30%

10%30%

SPAN 5SPAN 6SPAN 7

W/ EFFLO

3' DIA.

W/ EFFLO

4' DIA.

B ROUTE 8 RAMP 128L

C PIER 5L

FW x 2'

13.1%

6.1%

% DETERIORATION

1

2

3

4

5

6

7

6.9%

18.7%

10.9%

18.7%

12.3%

SPAN

DECK DETERIORATION

LEGEND:



SPALL AREA

HOLLOW AREA (HA)

UNDERSIDE OF DECKREPAIR PLAN

(3)

(1)

(1)(1)

(2)(3)

18"L50%

SPAN 1

75%

2'x3'

CRACKS (TYP.)

RANDOM 2'L

(1)

(2)

(1) W/ EFFLO

(1)

(1)

(2)

(1)(3)

(3)

(4)

(5)

(4)

(3)(3)

(2)

(2)

(1)

(1)

(1)

(2)

1" x 6" HA

6' x 1'

(1)

(2)

(2)

(2)

(1) W/ EFFLO

(1) W/ EFFLO

(1)

(1)

(2)

(2)(1)



DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/21/2016

BLOCK:

SIGNATURE/

...\Br_03190E_Substructure Concrete Repairs.dgn

Border Version: 11/29/13

Plotted Date:

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PDGS-18

SUBSTRUCTURE CONCRETE REPAIRS

SCALE: 1" = 1'-0"

1"

MIN.

CL.

(A

LL

AR

OU

ND)

LENGTH OF DETERORATION 32 BAR DIA. MIN. LAP SPLICE (TYP.)

EXISTING DETERIORATED REINFORCING BAR

FACE OF EXISTING CONCRETE

0"

(SEE NOTE 7)

BAR (EPOXY COATED)

PROPOSED REINFORCING

SCALE: 1" = 1'-0"

6" MIN

COVER TO REINF. BAR

PROVIDE 2" MIN. CONC.

1/4" MIN.

1" MAX.

REINF. BAR

EXIST. DEBOUNDED

SCALE: 3" = 1'-0"

LI

MITS

OF

REP

AIR

1/4" (

MIN.) T

O

1"

MA

X

(TYP. ALL AROUND)

COMPOUND

EPOXY RESIN

OR ABUTMENT

FACE OF PIER

CONCRETE

LIMITS OF SOUND

(SEE NOTE 1)

AREA TO BE REMOVED

AROUND CONCRETE

CUT 1/2" DEEP ALL

VARIABLE DEPTH PATCH

1/4" (

MIN.) T

O

1" (

MA

X.)

LI

MITS

OF

REP

AIR

1" MIN

(TYP. ALL AROUND)

COMPOUND

EPOXY RESIN

OR ABUTMENT

FACE OF PIER

CONCRETE

LIMITS OF SOUND

(SEE NOTE 1)

AREA TO BE REMOVED

AROUND CONCRETE

CUT 1/2" DEEP ALL

SCALE: 1" = 1'-0"

LIMIT OF SURFACE SPALL

(SEE NOTE 10)

BUMP OUT DETAIL

TOP OF PEDESTAL

TOP OF PIER CAP

ALL AROUND (TYP.)

CUT 1/2" DEEP

(TYP. ALL AROUND)

EPOXY RESIN COMPUND

GREATER) (TYP.)

(WHICHEVER IS

SOUND CONCRETE

OR TO LIMITS OF

REINFORCEMENT

CLEAR BEYOND

REMOVE TO MIN 1"

1" MIN.

ALL AROUND (TYP.)

CUT 1/2" DEEP

(TYP. ALL AROUND)

EPOXY RESIN COMPUND

GREATER) (TYP.)

(WHICHEVER IS

SOUND CONCRETE

OR TO LIMITS OF

REINFORCEMENT

CLEAR BEYOND

REMOVE TO MIN 1"1" MIN.

SEE NOTE 9SEE NOTE 9

SCALE: 3" = 1'-0"

VARIES

SEE NOTE 14

CONCRETE

SOUND

LIMITS OF

(TYP.)

COMPUND

EPOXY RESIN

SEE NOTE 8

1" MIN.

LIMITS OF SOUND CONCRETE

EPOXY RESIN COMPUND (TYP.)

A

-

1" BEYOND THE PROPOSED ANCHOR BOLTS.

OF REPAIR CONCRETE. LIMITS OF REPAIR SHALL EXTEND A MINIMUM OF

PEDESTAL REPAIRS SHALL BE DRILLED AND SET PRIOR TO PLACEMENT

KEEPER ASSEMBLY ANCHOR BOLTS THAT FALL WITHIN THE LIMITS OF 14.

REPAIR AS INDICATED IN DECK REPAIR NOTES, AS APPLICABLE.

ALL SURFACES SHALL BE CLEANED AND PREPARED FOR CONCRETE 13.

'S' CONCRETE."

ALL SUBSTRUCTURE REPAIRS SHALL BE PAID FOR UNDER ITEM "CLASS 12.

PARTIAL-DEPTH REPAIRS ON PIER COLUMNS.

CONTRACTOR MAY ELECT TO USE BUMP OUT REPAIR DETAIL FOR 11.

SECTIONS OF THE PIER CAP OR EACH COLUMN AT ONE TIMES.

CONTRACTOR SHALL NOT WORK ON MORE THAN TWO NONADJACENT 10.

REPAIR WITH CLASS "S" CONCRETE.

SUBSTRUCTURE SURFACE REPAIRS THAT ARE GREATER THAN 1" DEEP,

THAN 2 S.F. IN AREA, REPAIR USING A VARIABLE DEPTH PATCH. FOR

SUBSTRUCTURE CONCRETE SURFACE REPAIRS THAT ARE 1" DEEP OR LESS

CONCRETE, USE SUBSTRUCTURE PARTIAL-DEPTH REPAIR. FOR

IF REINFORCING IS ENCOUNTERED WITHIN LIMITS OF DETERIORATED 9.

LOCATION TO LOCATION.

ACTUAL REINFORCEMENT SIZE AND SPACING WILL VARY FROM

CONCRETE REPAIR DETAILS PROVIDED ON THIS SHEET ARE GENERAL. 8.

MECHANICALLY SPLICE THE NEW BAR TO EXISTING REINFORCEMENT.

CONTRACTOR MAY CUT OUT THE DETERIORATED BAR AND

SUPPLEMENTING A BAR ADJACENT TO A DETERIORATED BAR, THE

ALONG THE DETERIORATED OR BROKEN BAR. IN LIEU OF

OR BREAK IS OBSERVED AND SHALL BE PLACED AT THE SAME LEVEL

EXTEND 32 BAR DIAMETERS PAST LOCATIONS WHERE SECTION LOSS

REINFORCEMENT IS BROKEN. THE NEW REINFORCING BAR SHALL

SECTION, AS DETERMINED BY THE ENGINEER, OR THE EXISTING

HAS A SECTION LOSS OF 25% OR MORE OF THE ORIGINAL CROSS

SUPPLEMENT AN EXISTING REINFORCING BAR WHEN AN EXISTING BAR

A NEW REINFORCING BAR (EPOXY COATED) SHALL BE PLACED TO 7.

"VARIABLE-DEPTH PATCH" AND "CLASS 'S' CONCRETE."

SPECIFICATIONS PROVIDED IN THE SPECIAL PROVISIONS FOR

ALL CONCRETE REPAIR MATERIALS SHALL BE IN ACCORDANCE WITH 6.

INHIBITING CHEMCALS.

AND WET THE SURFACE SHALL CONTAIN NO DETERGENTS OR BOND

SURFACE DRY WITH NO STANDING WATER. WATER USED TO PREPARE

WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED 5.

REMOVED JUST PRIOR TO PATCHING.

MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) HAVE BEEN

THE CONTRACTOR SHALL ENSURE THAT ALL BOND INHIBITING 4.

IMMEDIATELY NOTIFIED.

SURFACE, REMOVAL WORK SHALL STOP AND THE ENGINEER SHALL BE

IF SOUND CONCRETE IS NOT FOUND AT 6" BEHIND ORIGINAL FINISHED 3.

FOR "VARIABLE-DEPTH PATCH" AND "CLASS 'S' CONCRETE."

SURROUNDING CONCRETE AS SPECIFIED IN THE SPECIAL PROVISIONS

IF REINFORCING STEEL IS EXPOSED, CLEAN EXPOSED STEEL AND 2.

AVOID CUTTING REINFORCING STEEL.

EXCAVATION. USE CUT DEPTH OF •" OR LESS AS REQUIRED TO

CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE 1.

CONCRETE REPAIR - SURFACE PREPARATION NOTES:

CONCRETE REPAIR - CONSTRUCTION NOTES:

SUBSTRUCTURE CONCRETE REPAIR - GENERAL NOTES:

TYPICAL DETERIORATED REINFORCING BAR REPAIR DETAIL

PIER COLUMN SECTIONPIER CAP SECTION

CONCRETE PIER REPAIR DETAILS

CONCRETE SURFACE REPAIR

CLASS "S" CONCRETE REPAIR PEDESTAL SECTION

BUMPOUT REPAIR

PLAN

SECTION A

PEDESTAL PLAN

PEDESTAL PARTIAL DEPTH REPAIR

EXISTING REINFORCEMENT EXISTING REINFORCEMENT

1:1 SLOPE (TYP.)REMOVED

CONCRETE AREA TO BE

SAWCUT •" DEEP AROUND



0151-0326

ROUTE 8 NB RAMP 128


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/21/2016

BLOCK:

SIGNATURE/

...\Br_03190E_Deck Concrete Repairs.dgn


Plotted Date:

CONNECTICU

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PDGS-19

DECK CONCRETEREPAIRS

FULL-DEPTH DECK PATHSCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

PARTIAL-DEPTH DECK PATH

4

1

LIMITS OF CONCRETE REMOVAL & REPAIR

1/4" (MIN.) TO 1" (MAX.)

EPOXY RESIN COMPOUND (TYP.)

CONCRETE (SEE NOTE 3)

OR DETERIORATED

SPALLED, DELAMINATED,

BAR (SEE NOTE 11)

NEW REINFORCING

BAR (SEE NOTE 11)

NEW REINFORCING

(SEE NOTE 6)

AREA TO BE REMOVED

AROUND CONCRETE

CUT 1/2" DEEP ALL

7‚

" D

EC

K

DEP

TH

OF

DE

T.

CO

NC

RE

TE

50

%

OF

DE

CK (S

EE

NO

TE 3)

SURFACE LINE

SOUND CONCRETE SEE NOTE 5

LIMITS OF CONCRETE REMOVAL & REPAIR

1/4" (MIN.) TO 1" (MAX.)

CONCRETE (SEE NOTE 3)

OR DETERIORATED

SPALLED, DELAMINATED,

(SEE NOTE 6)

AREA TO BE REMOVED

AROUND CONCRETE

CUT 1/2" DEEP ALL

(TYP. ALL AROUND)

EPOXY RESIN COMPOUND

7‚

"

50

%

OF

DE

CK

MA

X. (S

EE

NO

TE 3)

1"

MIN.

CLE

AR (T

YP.

ALL

AR

OU

ND)

VERTICAL SLOPE OF 4 VERTICAL TO 1 HORIZONTAL (TYP.)

REMOVE SOUND CONCRETE AS REQUIRED TO OBTAIN MINIMUM 5.

CONCRETE DECK PATCH - SURFACE PREPARATION NOTES:

LOCATION AND TYPE OF REPAIR REQUIRED.

INSPECTION OF THE STRUCTURAL SLAB AND DESIGNATE THE EXTENT,

OF THE CONCRETE DECK IS REMOVED. THE ENGINEER WILL PERFORM AN

ENGINEER CLEAR ACCESS TO THE BRIDGE DECK BEFORE ANY PORTION

WATERPROOFING ARE REMOVED, THE CONTRACTOR SHALL PROVIDE THE

AFTER THE EXISTING WEARING SURFACE AND MEMBRANE 2.

SEE SPECIAL PROVISIONS FOR ACCEPTABLE MATERIALS AND METHODS.

(POP-OUTS) SHALL BE PAID FOR UNDER ITEM "PARTIAL DEPTH PATCH."

ALL PARTIAL-DEPTH DECK PATCHES AND UNDERSIDE OF DECK REPAIRS 1.

BE APPLIED TO THE EXPOSED STEEL AREAS.

CONCRETE, THE REBAR SHALL BE CLEANED AND EPOXY COATING SHALL

THAN 5 SF OR IF THE REINFORCEMENT IS STILL PARTIAL ENCASED IN

DECK COMPLETELY EXPOSES THE REINFORCEMENT FOR AN AREA LESS

FULL-DEPTH REPAIR. IF THE DETERIORATION IN THE UNDERSIDE OF

OR GREATER THAN 5 SF, THE AREA SHALL BE TREATED WITH A

COMPLETELY EXPOSES THE REINFORCEMENT FOR AN AREA EQUAL TO

APPLICATIONS. IF DETERIORATION IN THE UNDERSIDE OF THE DECK

PARTIAL-DEPTH PATCHES SHALL NOT BE USED FOR OVERHEAD 4.

FULL-DEPTH REPAIRS.

MORE THAN 50% OF THE CONCRETE DECK THICKNESS SHALL BE

CONCRETE DECK THICKNESS. REPAIRS THAT REQUIRE REMOVAL OF

OF THE TOP LAYER OF REINFORCING STEEL, UP TO 50% OF THE

SHALL BE REMOVED TO A MINIMUM DEPTH OF 1" BELOW THE BOTTOM

DECK SLAB OR REINFORCING STEEL IS ENCOUNTERED. CONCRETE

CONCRETE IS REACHED MORE THAN 1" DEPTH FROM THE TOP OF THE

PARTIAL-DEPTH PATCHES SHALL BE USED IN AREAS WHERE SOUND 3.

"PARTIAL-DEPTH PATCH" AND "FULL DEPTH PATCH."

SPECIFICATIONS PROVIDED IN THE SPECIAL PROVISIONS FOR

ALL CONCRETE REPAIR MATERIALS SHALL BE IN ACCORDANCE WITH 10.

INHIBITING CHEMCALS.

AND WET THE SURFACE SHALL CONTAIN NO DETERGENTS OR BOND

SURFACE DRY WITH NO STANDING WATER. WATER USED TO PREPARE

WET CONCRETE REPAIR AREA SO THAT SUBSTRATE IS SATURATED 9.

REMOVED IMMEDIATELY PRIOR TO PATCHING.

MATERIALS (DIRT, GREASE, LOOSELY BONDED AGGREGATE) HAVE BEEN

THE CONTRACTOR SHALL ENSURE THAT ALL BOND INHIBITING 8.

FOR "PARTIAL-DEPTH PATCH".

SURROUNDING CONCRETE AS SPECIFIED IN THE SPECIAL PROVISIONS

IF REINFORCING STEEL IS EXPOSED, CLEAN EXPOSED STEEL AND 7.

AVOID CUTTING REINFORCING STEEL.

EXCAVATION. USE CUT DEPTH OF •" OR LESS AS REQUIRED TO

CUT ALONG NEAT LINES AROUND REPAIR AREA PRIOR TO CONCRETE 6.

WILL VARY FROM LOCATION TO LOCATION.

THIS SHEET ARE GENERAL. ACTUAL REINFORCEMENT SIZE AND SPACING

DECK REINFORCEMENT AND CONCRETE PATCH DETAILS PROVIDED ON 13.

SURFACE.

PLACEMENT OF PROPOSED MEMBRANE WATERPROOFING AND WEARING

EXCEEDING „" SHALL BE GROUND DOWN OR REPAIRED PRIOR TO

GRADES AND CROSS SLOPES. HUMPS OR SAGS IN THE PATCH

THE ADJACENT EXISTING DECK SLAB AND MAINTAIN THE EXISTING

THE TOP OF DECK SURFACE FOR ALL PATCHES SHALL BE EVEN WITH 12.

SEE SUBSTRUCTURE CONCRETE REPAIRS FOR DETAIL.

MECHANICALLY SPLICE THE NEW BAR TO EXISTING REINFORCEMENT.

CONTRACTOR MAY CUT OUT THE DETERIORATED BAR AND

SUPPLEMENTING A BAR ADJACENT TO A DETERIORATED BAR, THE

ALONG THE DETERIORATED OR BROKEN BAR. IN LIEU OF

OR BREAK IS OBSERVED AND SHALL BE PLACED AT THE SAME LEVEL

EXTEND 32 BAR DIAMETERS PAST LOCATIONS WHERE SECTION LOSS

REINFORCEMENT IS BROKEN. THE NEW REINFORCING BAR SHALL

SECTION, AS DETERMINED BY THE ENGINEER, OR THE EXISTING

HAS A SECTION LOSS OF 25% OR MORE OF THE ORIGINAL CROSS

SUPPLEMENT AN EXISTING REINFORCING BAR WHEN AN EXISTING BAR

A NEW REINFORCING BAR (EPOXY COATED) SHALL BE PLACED TO 11.

PRICE PER SQUARE YARD FOR "REMOVAL OF CONCRETE DECK (BRIDGE)".

THE LIMITS OF THE LINK SLAB SHALL BE PAID FOR AT THE CONTRACT UNIT 17.

HAUNCH REMOVAL". REMOVAL OF THE CONCRETE HAUNCH WITHIN

FOR AT THE CONTRACT UNIT PRICE PER LINEAR FOOT FOR "CONCRETE

CONCRETE HAUNCH OUTSIDE THE LIMITS OF THE LINK SLAB SHALL BE PAID

PRECAUTIONS SHALL BE TAKEN TO AVOID THIS CONDITION. REMOVAL OF THE

REINFORCING STEEL EXPOSED DURING HAUNCH REMOVAL. ALL REASONABLE

IF OVER-REMOVAL RESULTS, APPLY TWO COATS OF EPOXY RESIN TO DECK 16.

ORDERED BY THE ENGINEER.

CLEARANCE FOR SAW-CUTTING EQUIPMENT SUCH AS ABOVE DIAPHRAGMS AS

THIS METHOD TO BE USED ONLY IN THOSE AREAS HAVING INSUFFICIENT 15.

ALL HAUNCHES SHALL BE REMOVED AS PART OF THE BRIDGE REHABILITATION.14.

HAUNCH REMOVAL NOTES:

CONCRETE DECK PATCH - CONSTRUCTION NOTES:

CONCRETE DECK PATCH - FULL-DEPTH NOTES:

CONCRETE DECK PATCH - PARTIAL-DEPTH NOTES:

CONCRETE DECK PATCH - GENERAL NOTES:

REINFORCMENT (TYP.)

EXISTING DECK



0151-0326

ROUTE 8 NB RAMP 128

AND REPLACE WITH PATCHING MATERIAL

REMOVE ALL DETERIORATED CONCRETE

AFTER REMOVING THE EXISTING OVERLAY

SCALE: ƒ" = 1'-0"

A

REMOVAL - EXISTING ASPHALTIC PLUG JOINT AT ROADWAY SLAB

SEE NOTE #2

JOINT REMOVAL

LIMITS OF

-{ JOINT

REMOVE BRIDGING PLATE

BRIDGE DECK

10"10"

BITUMINOUS SHOULDER

CONCRETE PAVEMENT OR

AGGREGATE

REMOVE BINDER WITH

INSTALL NEW EXPANSION JOINT

MATERIAL TO A DEPTH NECESSARY TO

REMOVE LOCATING PIN AND JOINT SEAL

VARIES

VARIES

INSTALLATION OF ASPHALTIC PLUG EXPANSION JOINT SYSTEM

ASECTION

-

BRIDGE DECK

ROADWAY SLAB, APPROACH SLAB, OR

APPLY A CEMENTITIOUS MATERIAL TO

PROVIDE A SMOOTH, LEVEL SURFACE

WHERE NECESSARY

WITH AGGREGATE

INSTALL NEW BINDER

{ JOINT

INSTALL NEW BRIDGING PLATE

INSTALL NEW BINDERAND BACKER ROD

INSTALL NEW LOCATING PIN

BRIDGE DECK

SCALE: …" = 1'-0"

SCALE: ƒ" = 1'-0"

PARAPET

1" FROM FACE OF PARAPET

1" CLOSED CELL BACKER ROD

OUTER FACE OF BARRIER

SEALANT RECESSED•" FROM

•" THICK SILICONE JOINT

JOINT SYSTEM

ASPHALTIC PLUG EXPANSION

ASPHALTIC PLUG JOINT TREATMENT AT PARAPET

SCALE: ƒ" = 1'-0"

PLUG JOINT

REMOVE EXISTING

A

REMOVAL OF EXISTING ASPHALTIC PLUG JOINTS AT PIERS

SEE NOTE #2

JOINT REMOVAL

LIMITS OF

-

BRIDGE DECKBRIDGE DECK

{ JOINT

10"*10"*

3" A …" THICK BY 12" WIDE SHALL BE REQUIRED.

THICKNESS OF ‚". FOR JOINT OPENINGS THAT EXCEED

4. NEW STEEL BRIDGING PLATES SHALL HAVE A MINIMUM

EXPANSION JOINT SYSTEM" (TYP.)

BE PAID FOR UNDER THE ITEM "ASPHALTIC PLUG

PLUG JOINT OR AS DIRECTED BY THE ENGINEER) SHALL

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

ENGINEER.

HAVE THE LIMITS OF SAW CUTTING APPROVED BY THE

SHALL VERIFY THE BRIDGE DECK JOINT LOCATION AND

BENEATH BITUMINOUS CONCRETE OVERLAY THE CONTRACTOR

2. WHERE EXISTING BRIDGE DECK JOINTS ARE CONCEALED

"ASPHALTIC PLUG EXPANSION JOINT SYSTEM"

PROPOSED JOINT TO BE PAID FOR UNDER THE ITEM

BITUMINOUS CONCRETE WITHIN THE LIMITS OF THE

1. THE REMOVAL OF ALL EXISTING JOINT MATERIAL AND

NOTES:


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











SCALE AS NOTED

7/21/2016

BLOCK:

SIGNATURE/

...\Br_03190E_Deck Joint Details.dgn


Plotted Date:

CONNECTICU

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DE

PA

RT

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O F TRANS

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ONJAC

PDGS-20

DETAILSDECK JOINT



0151-0326

ROUTE 8 NB RAMP 128

04.05 - STRUCTURE 03190E INDEX OF DRAWINGS_Bridge_Pla____0151-0326.pdf · drawing no. sheet no. ......

Documents

Transcript of 04.05 - STRUCTURE 03190E INDEX OF DRAWINGS_Bridge_Pla____0151-0326.pdf · drawing no. sheet no. ......