05 - STRUCTURE - BRIDGE NO. 03374

-

078-092

S2-01

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

MANCHESTER, CT 06040

146 HARTFORD ROAD

FUSS & O'NEILL INC.

DESIGNED BY:

INDEX OF DRAWINGS

DLWREHABILITATION OF MARLBOROUGH

RT 2 EB/WB OVER WEST ROADBRIDGE NO. 01708 AND 03374

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

7/27/2020

BLOCK:

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05 - STRUCTURE - BRIDGE NO. 03374

BR. 03374 STRUCTURE INDEX OF DRAWINGS

BR. 03374 GENERAL PLAN, ELEVATION AND SECTION

BR. 03374 WEST ABUTMENT

BR. 03374 PIER 1

BR. 03374 PIER 2

BR. 03374 EAST ABUTMENT

BR. 03374 FRAMING PLAN

BR.03374 STRUCTURE

S2-01

S2-02

S2-03

S2-04

S2-05

S2-06

S2-07

05.01

#1407CL&P

CO

NC

WA

LK

420

430

430

435

435

-

S2-02

078-092DLW

SCALE: 1"=10'-0"

SCALE: 1"=10'-0"

REHABILITATION OF

EXISTING AND PROPOSED ELEVATION

MARLBOROUGH

BRIDGE NO. 01708 AND 03374

RT. 2 EB/WB OVER WEST ROAD

SCALE: 1"=10'-0"

EXISTING AND PROPOSED SECTION

{ ROUTE 2 WB

602+00 603+00

13+

00

EXISTING SWL

BRIDGE 03374 GENERAL PLAN

} WEST ROAD

50'

} WEST ROAD

1'-10"

22'-11"

1'-10"

16'-11"

12+

50

113'-9 13/16"

23°33'

22'-11" 16'-11"

PARAPET

1'-10"

PARAPET

1'-10"

113'-9 13/16"

ONLY)

BLOCKS (EXP. BEARINGS

INSTALL KEEPER

(FIXED)

W. ABUT

{ BEARING (EXP)

E. ABUT

{ BEARING

DECK JOINTS (TYP.)

FROM TOP ADJACENT TO

REPAIR DECK ENDS

SYL

EXISTING

(FIXED)

W. ABUT

{ BEARING

(EXP.)

E. ABUTMENT

{ BEARING

(SEE HIGHWAY PLANS)

LOWER WEST ROAD

COMPONENT OR DETAIL STRUCTURE SHEET REFERENCE

NONE NONE

NOTICE TO BRIDGE INSPECTORS

GENERAL NOTES:

CONCRETE NOTES:

ELEVATIONS ARE THEREFORE APPROXIMATE AND ARE PROVIDED FOR REFERENCE ONLY.

DATUM FROM THE ORIGINAL CONSTRUCTION PLANS WHICH USED THE NGVD29 DATUM. STRUCTURE

ALL STRUCTURE FEATURE ELEVATIONS SHOWN ON THESE PLANS ARE CONVERTED TO THE NAVD88

ALL ELEVATIONS ARE ON THE NAVD1988 DATUM. HOWEVER, THE CONTRACTOR SHOULD NOTE THAT

STRUCTURE ELEVATIONS

43'-6" OUT TO OUT

39'-10" TRAVELWAY

43'-6" O

UT

TO

OU

T

WB

{ ROUTE 2

28'-0" SPAN 357'-9 13/16" SPAN 228'-0" SPAN 1

28'-0" SPAN 357'-9 13/16" SPAN 228'-0" SPAN 1

12' L

AN

E12' L

AN

E10'-2"

SH

OU

LD

ER

5'-8"

SH

LD.

8'-6"

12'-0"

12'-0"

8'SHLD

SHLD

5 @ 7'-9" = 38'-9"

(BY OTHERS)

RELOCATE UTILITY

1/8" / FT 1/8" / FT

SURFACE REPAIR CONCRETE

SUBSTRUCTURE WITH

REPAIR DETERIORATED

CONCRETE DISTRIBUTION

MARKING

TO LANE LINE

DISTANCE

PIER 1).

(TYP. AT EAST ABUTMENT AND

ELASTOMERIC BEARING PADS

AND REPLACE BEARINGS WITH

JACK EXISTING SUPERSTRUCTURE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

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17'-8"

ELEV. & SECTION

DWL

} RT 2

LENGTH, ALL SPANS

FASCIA BEAM, FULL

OUTSIDE FACE OF

CLEAN AND PAINT

BLOCKS

INSTALL KEEPER

EAST ABUT. AND PIER 1)

WITH ELASTOMERIC BEARINGS (TYP. AT

AND REPLACE EXPANSION BEARINGS

JACK EXISTING SUPERSTRUCTURE

PROPOSED DYCL

PROPOSED WEL

{ PIER 2{ PIER 1

2'-4•"2'-4•"

{ PIER 1

{ PIER 2

{ EXP. BEARINGS { FIXED BEARINGS

{ EXP. BEARINGS { FIXED BEARINGS

(CALCULATED)=419'

FLOOD ELEVATIONS

FEMA 100-YEAR

(CALCULATED) = 419'

FLOOD ELEVATION

FEMA 100-YEAR

(CALCUATED)

FLOOD ELEVATIONS

FEMA 100-YEAR

BR. 03374 GENERAL PLAN,

LENGTH, ALL SPANS (TYP.)

FASCIA BEAMR, FULL

OUTSIDE FACE OF

CLEAN AND PAINT

G6

(TYP.)

INTERIOR GIRDERS.

BEARINGS AT

PAINT FIXED

ONLY. CLEAN &

FASCIA GIRDERS

FIXED BEARINGS AT

REPLACE AND PAINT

BEARING PAD.

GIRDER. MODIFY

JACK EXISTING

(TYP.)

GIRDERS.

BEARINGS AT INTERIOR

CLEAN & PAINT FIXED

FASCIA GIRDERS ONLY.

FIXED BEARINGS AT

REPLACE AND PAINT

MODIFY BEARING PAD.

JACK EXISTING GIRDER.

2)

(TYP. AT WEST BUT & PIER

INTERIOR GIRDERS.

PAINT FIXED BEARINGS AT

GIRDERS ONLY. CLEAN &

BEARINGS AT FASCIA

REPLACE AND PAINT FIXED

MODIFY BEARING PAD.

JACK EXISTING GIRDER.

MODIFY BEARING PADS

50' LT

STATION 601+84.00

{ BEARING

50' LT

STATION 602+12.79

{ BEARING

50' LT

STATION 602+70.59

{ BEARING

50' LT

STATION 602+98.58

{ BEARING

TOTAL

FOOTINGS

(W/ KEEPER BLOCKS)

SUBSTRUCTURE

(W/ SURFACE REPAIR)

SUPERSTRUCTURE

C.Y.

C.Y.

C.Y.

C.Y.

24

0

3

21

PIER 1 AND PIER 2)

SIDES OF PIER (TYP.

COMPOUND TO BOTH

SEALER PROTECTIVE

APPLY PENETRATING

BEAM ENDS (TYP.)

CLEAN AND FIELD PAINT

PR

OP

OS

ED:14.3

3'

EXIS

TIN

G:14.2

5'

ITEM PCC CLASSBRIDGE COMPONENTS

CONCRETE

SURFACE REPAIRABUTMENT AND PIER WALL REPAIRS

PCC03340

BRIDGE PLACARDS

PCC04481

PCC04462RECONSTRUCTION

DECK END AND PARAPET CONCRETE

HIGH EARLY STRENGTH

INSPECTION OF FIELD WELDS

METHOD UNIT QUANTITY

ULTRASONIC

MAGNETIC PARTICLE

INCH

FEET

SAFETY AND EVALUATION.

OTHERWISE DIRECTED BY THE MANAGER OF BRIDGE

GOVERNING MANUALS FOR BRIDGE INSPECTION, UNLESS

THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE

OF THE STRUCTURE.) THE FREQUENCY OF INSPECTION OF

IMPORTANCE OF INSPECTION OF ANY OTHER COMPONENT

ATTENTION SHALL NOT BE CONSTRUED TO REDUCE THE

DETAILS. (THE LISTING FOR COMPONENTS FOR SPECIFIC

INSPECTING THE FOLLOWING SPECIAL COMPONENTS AND

FOR BRIDGE INSPECTION. ATTENTION MUST BE GIVEN TO

COMPONENTS INDICATED IN THE GOVERNING MANUALS

THIS BRIDGE TO BE INSPECTED FOR, ALL APPROPRIATE

THE DEPARTMENT'S BRIDGE SAFETY PROCEDURES REQUIRE

OVERSPRAY)

AND PAINT

SAND BLASTING

(PROTECT FROM

LUMINAIRE

UNDERGROUND

EXISTING LED

CAP CONCRETE

COLUMN ANDCONCRETE BEARING PADS

KEEPER BLOCKS

PCC04460

0

10KEEPER BLOCK

CONSTRUCT CONCRETE

MEMBRANE

WATERPROOFING

OVERLAY ON

EXISTING 2.5" BITUMINOUS

WEL

PROPOSED

ENDS (TYP. BOTH PIERS)

RECONSTRUCT DECK

JOINT (TYP. BOTH PIERS)

WITH ASPHALTIC PLUG

PREFORMED JOINT SEAL

PLUG JOINT AND INSTALL

REPLACE ASPHALTIC

APPROACH SLAB (TYP.)

LIMITS OF

(TYP. BOTH ABUTMENTS)

AND ASPHALTIC PLUG JOINT

WITH PREFORMED JOINT SEAL

REPLACE ASPHALTIC PLUG JOINT

RECONSTRUCTION DECK ENDS.

AT APPROACH SLAB LOCATION

(SITE NO. 2)

NO. 03374

BRIDGE

(TYP. BOTH ABUTMENTS)

REPLACE ASPHALTIC PLUG JOINT

RECONSTRUCT DECK ENDS AND

AT NON APPROACH SLAB AREA,

BE PERMITTED WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS: CONSTRUCTION JOINTS, OTHER THAN THOSE SHOWN ON THE PLANS WILL NOT

BE INCLUDED IN THE ITEM "DEFORMED STEEL BARS - GALVANIZED".

SUPPLEMENTAL REQUIREMENTS. THE COST OF FURNISHING AND PLACING THIS REINFORCEMENT SHALL

OTHERWISE. ALL REINFORCEMENT SHALL MEET THE REQUIREMENTS OF ASTM A767, CLASS 1, INCLUDING

REINFORCEMENT: ALL REINFORCEMENT SHALL BE GALVANIZED AFTER FABRICATION UNLESS NOTED

OTHERWISE.

CONCRETE COVER: ALL REINFORCEMENT SHALL HAVE TWO INCHES COVER UNLESS DIMENSIONED

OTHERWISE.

EXPOSED EDGES: EXPOSED EDGES OF CONCRETE SHALL BE BEVELED 1" x 1" UNLESS DIMENSIONED

JOINT SEAL: SEE SPECIAL PROVISIONS.

ALLOWED.

REMAIN-IN-PLACE FORMS: THE USE OF REMAIN-IN-PLACE FORMS ON THIS STRUCTURE IS NOT

MEASUREMENTS SHALL ALSO BE SUBMITTED FOR REFERENCE BY THE REVIEWER.

WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE SUBMITTED FOR APPROVAL. THE FIELD

PROPER FIT OF THE FINISHED WORK AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY.

NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS NECESSARY TO ASSURE

GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL DESIGN DRAWINGS AND ARE

EXISTING DIMENSIONS: DIMENSIONS OF THE EXISTING STRUCTURE SHOWN ON THESE PLANS ARE FOR

CABLES, CONDUITS, OR OTHER UTILITIES.

ON THEM. ALL UTILITY COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO ANY WORK AFFECTING

WHEN WORKING NEAR UTILITIES SO AS TO NOT DISTURB THEM OR PLACE ANY LOAD OR EQUIPMENT

PROJECT LIMITS PRIOR TO THE START OF CONSTRUCTION AND SHALL TAKE NECESSARY PRECAUSTIONS

UTILITIES: THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITIES WITHIN THE

PROGRESS", AND CONSTRUCTION STAGES SHOWN ON THE PLANS.

0971001A "MAINTENANCE AND PROTECTION OF TRAFFIC" AND "SECTION 1.08 - PROSECUTION AND

TRAFFIC: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, ITEM NO.

DIGITS SHALL BE ASSUMED TO BE ZEROS

DIMENSIONS: WHEN DIMENSIONS ARE GIVEN TO LESS THAN THREE DECIMAL PLACES, THE OMITTED

LOCATIONS OF REPLACED ASPHALTIC PLUG JOINTS

BITUMINOUS CONCRETE OVERLAY: 2.5" HMA S0.5 TRAFFIC LEVEL 2 (PLACED IN SINGLE LIFT) AT

FUTURE PAVING ALLOWANCE: NONE

GREEN.

TOPCOAT MATERIAL ON THE STRUCTURAL STEEL SHALL CONFORM TO AMS 595 COLOR NO. 22477, LIGHT

THE BEAM ENDS, BOLTED REPAIRS AND THE EXTERIOR OF THE FASCIA BEAMS. THE COLOR OF THE

PROVISION "LOCALIZED PAINT REMOVAL AND FIELD PAINTING OF EXISTING STEEL" FOR AREAS BEYOND

THE EXTERIOR OF THE FASCIA BEAMS. PAINT SHALL MEET THE REQUIREMENTS OF THE SPECIAL

CLEANING AND FIELD PAINTING OF BEAM ENDS (SITE NO.2)" FOR BEAM ENDS, BOLTED REPAIRS AND

PAINT: PAINT SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIAL PROVISION "ABRASIVE BLAST

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

(ASTM A615 GRADE 60) ............................................... Fy = 60000 PSI

REINFORCEMENT

REQUIREMENTS OF 6.01 - CONCRETE FOR STRUCTURES, AND M.03 - PORTLAND CEMENT CONCRETE.

COMPRESSIVE STRENGTH OF THE CONCRETE IN THE CONSTRUCTED COMPONENTS SHALL MEET THE

THE CONCRETE STRENGTH, F'c USED IN DESIGN OF THE CONCRETE COMPONENTS IS NOTED ABOVE. THE

HIGH EARLY STRENGTH CONCRETE................................ BASED ON f'c = 4000 PSI

COLUMN AND CAP CONCRETE (PCC04460)...................... BASED ON f'c = 4000 PSI

ABUTMENT AND WALL CONCRETE (PCC03340) ................ BASED ON f'c = 3000 PSI

SURFACE REPAIR CONCRETE (PCC04481)....................... BASED ON f'c = 4000 PSI

ALLOWABLE DESIGN STRESSES:

LIVE LOAD: AASHTO HL93 - BEARINGS AND STEEL REPAIRS

(2003).

SUPPLEMENTED BY THE CONNECTICUT DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN MANUAL

DESIGN SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION - 2017, AS

SPECIFICATIONS: CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 818.

RETROREFLECTIVE SHEETING)".

FACE - SHEET ALUMINUM (TYPE IX

ENGINEER. SIGNS TO BE PAID FOR UNDER "SIGN

ONE ON THE UNDERSIDE, AS DIRECTED BY THE

SHALL BE 2 SIGNS, ONE ON THE TOPSIDE AND

BACKGROUND WITH 5 NUMERALS (03374). THERE

REFLECTIVE LETTERS ON A GREEN REFLECTIVE

12" ALUMINUM SHEET METAL WITH WHITE

BRIDGE NUMBER PLACARDS: THIS SIGN IS 3" X

05.02

-

S2-03

078-092AAC

REHABILITATION OF MARLBOROUGH



EL. 425.12*

EL. 434.55*EL. 434.07*

EL. 434.20*EL. 433.96*

EL. 434.44*

EL. 431.93*EL. 432.04*

EL. 432.06*

EL. 431.44*

BRIDGE SEAT

LEGEND

WEST ABUTMENT

ELEVATION

SCALE: ‚" = 1'-0"

EFFLO

GRADE

APPROX. EXISTING

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

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EXPANSION JOINT

SCALE: ‚" = 1'-0"

23°33'

G6 G5 G4 G3 G2 G1

{ FIXED BEARING

G6 G5 G4 G3 G2 G1

SUBSTRUCTURE REPAIR NOTES

HAIRLINE CRACK (UNLESS OTHERWISE SPECIFIED)

SCALE AREA

HOLLOW AREA

SHALLOW REINFORCING

SPALL AREA W/ EXPOSED REBAR

SPALL AREA

SW WINGWALL

NW WINGWALL

PROPOSED: EL. 431.74

EXISTING AND

EL. 432.12*

EXISTING AND PROPOSED: EL. 431.61*

50' LT

STATION 601+84.80

{ ROUTE 2 WB

BR. 03374WEST ABUTMENT

MODIFY BEARING PADS @ G1 & G6

MODIFY BEARING PAD

BEARING PAD

MODIFY

BE USED FOR COMPARISON PURPOSES ONLY.

TO CURRENT NAVD88. THESE ELEVATIONS ARE APPROXIMATE AND SHOULD

*STARRED ELEVATIONS ARE CONVERTED FROM THE ORIGINAL PLANS (NGVD29)

SEE SD-05 FOR DETAILS TO MOFIDY BEARING PADS AT ABUTMENTS.

CONCRETE" (SEE SHEET SD-02)

ALL SURFACE REPAIRS TO BE PAID FOR UNDER THE ITEM "SURFACE REPAIR

CONTRACTORS SHALL NOT EPOXY INJECT CRACKS AT THE WINGWALLS OR THE ABUTMENTS.

CONSTRUCTION.

DETERIORATED CONCRETE TO BE REPLACED SHALL BE DETERMINED DURING

CONDITION OF THE STRUCTURE. THE EXACT LOCATION AND LIMITS OF

INTENDED TO BE USED AS A GUIDE AND DOES NOT NECESSARILY REFLECT THE CURRENT

BY FUSS AND O'NEILL (2019) AND BRIDGE SAFETY INSPECTION REPORTS (2018). THE INFORMATION IS

TO S2-06 ARE APPROXIMATE AND IS BASED ON LIMITED FIELD OBSERVATIONS PERFORMED

THE SUBSTRUCTURE DETERIORATION LOCATION AND EXTENT SHOWN ON DWGS S2-04

05.03

13+00

-

S2-04

078-092AAC




EL. 413.12*

EL. 427.79*

EL. 431.29*

EL. 431.41*EL. 431.92* EL. 431.98*

EL. 431.90*

EL. 431.80*

EL. 431.47*

EL. 431.61* EL. 431.66*

EL. 431.73*EL. 431.65*

EL. 431.54* EL. 431.47*

LEGEND

WEST ELEVATIONEAST ELEVATION

SCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0"

(SIDE)

3" X 3" X .5"

3 POPOUTS

GRADE

APPROX. EXISTING

LIGHT SCALING

5" X 2" X .25"

INSTALL KEEPER BLOCK

PIER 1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

SIGNATURE/

...\05-S_04_SB_MSH_Br03374_PIER1.dgnPlotted Date:

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SCALE: ‚" = 1'-0"

{ ROUTE 2 WB

23°33'

{ GIRDERS

G6 G5 G4 G3 G2 G1

{ PIER

{ EXPANSION BEARING

{ EXPANSION BEARING


G6G5 G4 G3 G2

G1 G1G2 G3 G4 G5 G6

50' LT

STATION 602+12.79

HAIRLINE CRACK (UNLESS OTHERWISE NOTED)

SCALE AREA

HOLLOW AREA

SHALLOW REINFORCING


SPALL AREACOLUMN (TYP.)

{ RT 2 EB

{ RT 2 WB

BR. 03374PIER 1

(MIN. ELEV: 432.46*)

1'-2" MIN. HEIGHT


NOTE: ONLY THE CLOSER BEARING PAD IS SHOWN

PROTECTIVE COMPOUND

PENETRATING SEALER

LOWER LIMITS OF

INCLUDING THE PIER CAPS

PROTECTIVE COMPOUND,

PENETRATING SEALER

UPPER LIMITS OF

OF WEST ROAD

GRADE DUE TO LOWERING

APPROX. PROPOSED

(SEE SD-04 FOR DETAILS)





SEE SD-06 FOR DETAILS TO MODIFY BEARING PADS AT PIERS



CRACK REPAIR"

ALL CRACK REPAIRS TO BE PAID FOR UNDER THE ITEM "EPOXY INJECTION

CONSTRUCTION.







05.04

-

S2-05

078-092AAC




EL. 413.12*

EL. 427.12*

EL. 431.00*

EL. 431.38* EL. 431.45*EL. 431.36* EL. 431.26* EL. 431.32*

EL. 431.62* EL. 431.69* EL. 431.61*EL. 431.50* EL. 431.18*

LEGEND

WEST ELEVATIONEAST ELEVATION

SCALE: ‚" = 1'-0" SCALE: ‚" = 1'-0"

GRADE

APPROX. EXISTING

2'X 1' LIGHT SCALE

2' W/ EFLLORESCENCE

PIER 2

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

SIGNATURE/

...\05-S_05_SB_MSH_Br03374_PIER2.dgnPlotted Date:

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EL. 431.324*

PROPOSED:

EXISTING AND EL. 431.18*

AND PROPOSED:

EXISTING

SCALE: ‚" = 1'-0"

G1G2G3G4G5G6

{ ROUTE 2 WB

{ PIER

{ FIXED BEARING

{ FIXED BEARING

{ GIRDER

G6G5 G4 G3 G2

G1 G1 G2G3 G4 G5

G6

COLUMN (TYP.)50' LT

STATION 602+70.59

CL RT 2 WBCL RT 2 WB

(UNLESS OTHERWISE SPECIFIED)

HAIRLINE CRACK

SPALL AREA

HOLLOW AREA

SHALLOW REINFORCING


SPALL AREA

BR. 03374PIER 2


23°33'

NOTE: ONLY CLOSER BEARING PAD IS SHOWN

MODIFY BEARING PAD

BEARING PADS @ G1&G6

MODIFY

PROTECTIVE COMPOUND

PENETRATING SEALER

LOWER LIMITS OF

PROTECTIVE COMPOUND

PENETRATING SEALER

UPPER LIMITS OF

OF WEST ROAD

GRADE DUE TO LOWERING

APPROX. PROPOSED




SEE SD-06 FOR DETAILS TO MODIFY BEARING PADS AT PIERS



CRACK REPAIR"

ALL CRACK REPAIRS TO BE PAID FOR UNDER THE ITEM "EPOXY INJECTION

CONSTRUCTION.




BY FUSS AND O'NEILL(2019) AND BRIDGE SAFETY INSPECTION REPORTS (2018). THE INFORMATION IS



05.05

-

S2-06

078-092AAC




EL. 425.12*

EL. 433.85* EL. 433.37*

EL. 431.03*EL. 431.47*

EL. 431.55* EL. 431.49*

EL. 431.17*

EL. 433.96*EL. 433.62*

EL. 430.87*

BRIDGE SEAT

LEGEND

EAST ABUTMENT

ELEVATION

SCALE: ‚" = 1'-0"

EFFLO

3" X 3" X .5"GRADE

APPROX. EXISTING


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

SIGNATURE/

...\05-S_06_SB_MSH_Br03374_EABT.dgnPlotted Date:

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SCALE: ‚" = 1'-0"

{ ROUTE 2 WB

{ EXPANSION BEARING

G6G5 G4 G3 G2 G1

50' LT

STATION 602+98.58

SW WINGWALL

NW WINGWALL

EL. 431.37*

EL. 433.48*

(UNLESS OTHERWISE NOTED)

HAIRLINE CRACK

SCALE AREA

HOLLOW AREA

SHALLOW REINFORCING


SPALL AREA

BR. 03374EAST ABUTMENT

(MIN. ELEV: 432.14*)

1'-2" MIN. HEIGHT

G6 G5 G4G3

G2 G123°33'


MODIFY BEARING PADS @ ALL GIRDERS (TYP.)

HEIGHTS

BEARING PAD

PROPOSED

SEE SD-06 FOR

BEARING PAD

MODIFY

(SEE SD-03 FOR DETAILS)





SEE NOTE SD-05 FOR DETAILS TO MODIFY BEARING PADS.



CONTRACTORS SHALL NOT EPOXY INJECT CRACKS AT THE WINGWALLS OR THE ABUTMENTS.

CONSTRUCTION.







05.06

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE AS NOTED

7/27/2020

BLOCK:

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-

S2-07

078-092DLW

SCALE: 1"=10'-0"



RT. 2 EB/WB OVER WEST ROADBRIDGE 03374FRAMING PLAN

BRIDGE 03374 FRAMING PLAN

{ ROUTE 2 WB

G2

G3

G2

G3

G4

G5

G6

G1

113'-9 13/16"

28'-0" SPAN 357'-9 13/16" SPAN 228'-0" SPAN 1

(FIXED)

W. ABUT

{ BEARING

(EXP)

E. ABUT

{ BEARING

(EXP)

SPAN 1

{ PIER 1

{ PIER 1

(EXP)

SPAN 2

{ PIER 1

(FIXED)

SPAN 2

{ PIER 2

(FIXED)

SPAN 3

{ PIER 2

{ PIER 2

KEEPER BLOCK

CONSTRUCT CONCRETE

5

@

7'-9" =

38'-9"

15'18'

15'

BEARINGS IN KIND

FASCIA FIXED

GIRDERS AND REPLACE

JACK EXISTING

(TYP. ALL 3 SPANS)

BEAM ENDS

CLEAN AND PAINT

BEARINGS (TYP.)

ELASTOMERIC

BEARINGS WITH

REPLACE EXPANSION

BEARINGS AND

JACK EXISTING

BEARINGS IN KIND

FASCIA FIXED

REPLACE AND PAINT

GIRDERS AND

JACK EXISTING

KIND

FIXED BEARINGS IN

AND PAINT FASCIA

GIRDERS AND REPLACE

JACK EXISTING

IN KIND

FIXED BEARINGS

PAINT FASCIA

REPLACE AND

GIRDERS AND

JACK EXISTING

SHIMS AS NEEDED

(TYP.) AND INSTALL

FIXED BEARINGS

INTERIOR

CLEAN AND PAINT

SHIMS AS NEEDED

(TYP.) AND INSTALL

BEARINGS

INTERIOR FIXED

CLEAN AND PAINT

KEEPER BLOCK

CONCRETE

CONSTRUCT

NOTE:

KIND

AND PAINT FASCIA FIXED BEARINGS IN

JACK EXISTING GIRDERS AND REPLACE

G1

G4

G5

G6

G1

G2

G3

G4

G5

G6

REPAIR DETAIL 6

REPAIR DETAIL 2

REPAIR DETAIL 7

REPAIR DETAIL 6

REPAIR DETAIL 2 & 4

REPAIR DETAIL 2 & 4

DETAIL 2

REPAIR

REPAIR DETAIL 2 & 5

REPAIR DETAIL 2

REPAIR DETAIL 1 & 5

REPAIR DETAIL 2 & 4

DETAIL 7

REPAIR

CONSTRUCTION SHALL BE COORDINATED WITH THE ENGINEER.

ACTUAL REPAIR LOCATIONS AND CONDITIONS AT THE TIME OF

ENGINEERS, INC.'S HANDS-ON INSPECTION REPORT DATED 2/22/19.

DOT ROUTINE INSPECTION REPORT DATED 8/14/2018 AND AI

REPAIR LOCATIONS SHOWN ON THIS SHEET ARE BASED ON THE CT

REPAIR DETAIL 2

FOR STRUCTURAL STEEL REPAIR DETAIL 7 SEE SD-09

FOR STRUCTURAL STEEL REPAIR DETAILS 3, 4, 5, 6, SEE SD-08

FOR STRUCTURAL STEEL REPAIR DETAILS 1 & 2 SEE SD-07

NOTE:

SKEW ANGLE

23°33'

OVER TEMPORARY SIDEWALK

REMOVAL OF CONCRETE HAUNCHES

FOR TOP OF WEB

FLANGE, DETAIL 1

FOR BOTTOM OF

WEB, DETAIL 6

FOR BOTTOM OF

REPAIR DETAIL 3

(TYP.)

ELASTOMERIC BEARINGS

BEARINGS WITH

REPLACE EXPANSION

BEARINGS AND

JACK EXISTING

FLANGE OF FASCIA BEAMS. (TYP. ALL 3 SPANS)

ABRASIVE BLAST CLEAN AND PAINT OUTSIDE FACE AND BOTTOM

05.07

Documents

05 - STRUCTURE - BRIDGE NO. 03374