11-Repairs of Bridge 1916 Construction Plans.pdf

GENERAL NOTES

STANDARD DRAWINGS:

DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING

SPECIFICATION, LATEST EDITION.

CONSTRUCT PROJECT IN ACCORDANCE WITH PUBLICATION 408

CALL BOX, OR POLICE CALL BOX.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE

THERE ARE NO NAVIGABLE STREAMS ON THIS PROJECT.

SERIAL NO 20253532718-000 FOR JEFFERSON TOWNSHIP.

CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776,

THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST

CONSTRUCTION PLANS

FOR

REPAIRS OF MERCER COUNTY BRIDGE 1916

DECEMBER 2025

LOCATION MAP

SCALE: 1" = 1/2 MILE

PROJECT LOCATION

START OF ANY CONSTRUCTION ACTIVITIES.

EXACT LOCATIONS AND DEPTH OF ALL UTILITY LINES PRIOR TO THE

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE

TO LOCATE BURIED UTILITIES/STRUCTURES.

NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY

ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED.

LOCATIONS SHOWN HEREON.

LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM

ABOVEGROUND STRUCTURES AND FIELD OBSERVATIONS/SURVEY.

THE LOCATION OF UTILITIES AS SHOWN HEREON ARE BASED ON

PENNSYLVANIA POWER CO

PIN OAK ENERGY PARTNERS LLC

JEFFERSON TOWNSHIP

DIAMOND ENERGY PARTNERS

DIVERSIFIED GAS AND OIL

VERIZON PENNSYLVANIA LLC

UTILITY LIST

PA ONE CALL

ACT 287, AS AMENDED

1-

L

P E

T

-P

O

C

AL

S

N

A

N N

S Y

L V

IA

C

I N

EBE

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I

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LNEO CA

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PA ONE-CALL SERIAL NO. 20253532718-000 HAS BEEN ASSIGNED TO THIS PROJECT ON 12-19-2025.

SURFACE ANYWHERE IN THE COMMONWEALTH.

BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S

PENNSYLVANIA ACT 287 (1974) AS AMENDED, REQUIRES NOTIFICATION

PROFESSIONAL ENGINEER

DATE

(4 SHEETS)201931,JAN.BC-783M

(3 SHEETS)202223,NOV.BC-736M

INDEX OF DRAWINGS

SHEET NO.

TITLE SHEET

GENERAL PLAN

TITLE

1 TO 5 EROSION AND SEDIMENT POLLUTION CONTROL PLAN

GENERAL NOTES AND QUANTITIES

ELIMINATE DEFLECTION JOINTS DETAILS

ABUTMENT REPAIR DETAILS I

ABUTMENT REPAIR DETAILS II

WING WALL TIE-BACK DETAILS

ALSO INCLUDED

12/18/2025

REVISIONS

Mark Description By Chk'd Recm'd. Date

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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P

L O

T T

E D

BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

E R

A T

O R

F

IL

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E m a r e n a

P

\0

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\B R

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P .d g n

N81°14'27"E

11 12

W ING A

W ING B W ING C

W ING D

CONSTR. �

T-547 (HASSEL ROAD)

STA AHEAD

CLEAR SPAN

38'-6"±

O U

T -T

O -O

U T

C U

R B

-T O

-C U

R B

B A

R R

IE

R

B A

R R

IE

R

M A

G A

R G

E E R

U N

BARRIER REPAIR AREA (TYP)

TY

P

6'- 0"

GROUTED RIP RAP

R-5 PARTIALLY

90°0'0"±TYP

ANCHORS. SEE SHEET 6 FOR DETAILS.

WING C TO BE STABILIZED WITH TIE-BACK

ABUT. 2ABUT. 1

GENERAL PLAN

RJP RJP/MJA MJA

WING WALL TIE-BACK DETAILS6

ABUTMENT REPAIR DETAILS II5

ABUTMENT REPAIR DETAILS I4

ELIMINATE DEFLECTION JOINT DETAILS3

GENERAL NOTES AND QUANTITIES2

GENERAL PLAN1

TITLESHEET NO.

INDEX OF DRAWINGS

DESCRIPTION DWG NO APP DATE

SUPPLEMENTAL DRAWINGS

NOV. 23, 2022

JAN. 31, 2019

BC-736M

BC-783M

REINFORCEMENT BAR FABRICATION DETAILS

REINFORCED CONCRETE REPAIR

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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L O

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BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

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GENERAL NOTES AND QUANTITIES

PUBLICATION 408/2020, SECTION 1019, TO THE BARRIERS.

APPLY PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE SUPERSTRUCTURE) IN ACCORDANCE WITH

PROTECTIVE COATING NOTES:

IDENTIFIED ON THE PLANS.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITIES AND ANY COSTS ASSOCIATED WITH UTILITY ADJUSTEMENTS NOT

THE NEED FOR UTILITY ADJUSTMENTS SHALL BE DETERMINED BY CONTRACTOR AS REQUIRED FOR CONTRACTOR'S MEANS AND METHODS.

105.06 AND 107.12.

COORDINATE, LOCATE AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTIONS

UTILITIES:

CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED

CONDITIONS AFFECTING THE COSTS AND/OR QUANTITIES OF WORK PERFORMED MAY DIFFER FROM THOSE INDICATED.

THAT INFORMATION IS CORRECTLY SHOWN. THE BIDDER IS NOT TO RELY ON THIS INFORMATION BUT IS TO ASSUME THE POSSIBLITY THAT

CONSIDERED A BASIS FOR COMPUTATION OF THE UNIT PRICES USED FOR BIDDING PURPOSES. THERE IS NO EXPRESSED OR IMPLIED AGREEMENT

THE INFORMATION SHOWN ON THE PLANS FOR THE EXISTING BRIDGE IS NOT PART OF THE PLANS, PROPOSAL, OR CONTRACT AND IS NOT TO BE

FIELD.

BY THE OWNER OR ITS AUTHORIZED AGENTS AS POSITIVE REPRESENTATIONS OF ANY OF THE CONDITIONS THAT YOU WILL ENCOUNTER IN THE

DO NOT CONSIDER ANY OF THE DATA ON THE EXISTING STRUCTURE SUPPLIED IN THE ORIGINAL DESIGN DRAWINGS OR MADE AVAILABLE TO YOU

EXISTING BRIDGE PLANS:

PROVIDE MINIMUM EMBEDMENT AND SPLICE LENGTHS IN ACCORDANCE WITH STANDARD DRAWING BC-736M, UNLESS OTHERWISE INDICATED.

WELDING OF REINFORCEMENT BARS DURING FABRICATION OR CONSTRUCTION IS NOT PERMITTED UNLESS SPECIFIED.

OWNER.

GALVANIZED REINFORCING STEEL BARS MAY BE SUBSTITUTED FOR EPOXY-COATED REINFORCING STEEL BARS AT NO ADDITIONAL COST TO THE

USE EPOXY-COATED REINFORCEMENT BARS IN ALL COMPONENTS UNLESS OTHERWISE NOTED.

REINFORCING BARS IN BRIDGE ABUTMENTS, BARRIERS OR WHERE BENDING OR WELDING OF THE REINFORCEMENT BARS IS INDICATED.

PROPORTIONAL INCREASE IN CROSS-SECTIONAL AREA, IF APPROVED BY THE CHIEF BRIDGE ENGINEER. DO NOT USE RAIL STEEL A 996/A 996M

WELD GRADE 60 REINFORCING STEEL BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL BARS MAY BE SUBSTITUTED WITH A

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A 615/A 615M, A 996/A 996M OR A 706/A 706M. DO NOT

:REINFORCEMENT

CHAMFER EXPOSED CONCRETE EDGES 3/4 IN. BY 3/4 IN., EXCEPT AS NOTED.

A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST TO THE OWNER.

USE CLASS AA CEMENT CONCRETE IN ABUTMENT & BARRIER REPAIRS.

PROVIDE 2 IN. CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

:ONCRETEC

PHONE: (814) 337-0444

MEADVILLE, PA 16335

11528 STATE HIGHWAY 98

NORTHWEST REGIONAL OFFICE

PENNSYLVANIA FISH AND BOAT COMMISSION

CONSTRUCTION.

NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH COMMISSION PRIOR TO CONSTRUCTION AND COOPERATE WITH FISH COMMISSION DURING

SUPERSTRUCTURE DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68° F.

ALL DIMENSIONS ARE IN FEET, UNLESS OTHERWISE NOTED.

ALL DIMENSIONS SHOWN ARE HORZONTAL, EXCEPT AS NOTED.

GENERAL CONSTRUCTION:

NOTED OTHERWISE.

PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270/M270M, GRADE 50 (ASTM A709/A709M, GRADE 50) DESIGNATION, EXCEPT WHEN

PROVISIONS.

AASHTO/AWS D1.1/D1.1M:2015 FOR WELDING NOT COVERED IN AASHTO/AWS D1.5M/D1.5:2015) BRIDGE WELDING CODE AND CONTRACT SPECIAL

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS, PUBLICATION 408/2020, AASHTO/AWS D1.5M/D1.5:2015 (USE

GENERAL NOTES:

REPAIR CONCRETE DAMAGED DURING REPAIR OPERATIONS TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. -

COMPOUND THAT IS NO LONGER TACKY. WIRE BRUSH OR ABRASIVE BLAST HARDENED COMPOUND AND RECOAT REPAIR AREA.

CEMENT CONCRETE WITH NO. 8 COARSE AGGREGATE. DO NOT PLACE CONCRETE IF COMPOUND IS NO LONGER TACKY OR HAS HARDENED. RECOAT CONVENTIONAL METHOD: APPLY EPOXY BONDING COMPOUND TO REPAIR AREAS. WHILE EPOXY BONDING COMPOUND IS STILL TACKY, PLACE CLASS AA -

A SURFACE WITH FREE SURFACE WATER.

SURFACES TO A SATURATED SURFACE DRY (SSD) CONDITION BEFORE APPLICATION OF SHOTCRETE. DO NO APPLY SHOTCRETE TO A DRY SURFACE, OR TO SHOTCRETE METHOD: SATURATE PREPARED CONCRETE SUBSTRATE WITH CLEAN WATER THE DAY BEFORE SHOTCRETE APPLICATION. BRING WETTED -

AIR-BLAST REPAIR AREAS WITH OIL-FREE COMPRESSED AIR TO PROTECT AGAINST CONTAMINANTS DETRIMENTAL TO THE BOND OF NEW CONCRETE. -

MAINTAIN EXISTING CHAMFERS. -

OUTWARD.

PROVIDE MINIMUM CONCRETE COVER OF 2”. IF ENOUGH CONCRETE COVER ON EXISTING REINFORCEMENT BARS IS NOT AVAILABLE, HAUNCH REPAIR -

ATTACH WWF TO THE BENT "L" REINFORCEMENT BARS WITH ANNEALED IRON WIRE AT A MAXIMUM SPACING OF 1'-0" IN EACH DIRECTION.

PLACE EPOXY COATED NO. 4 BENT “L” REINFORCMENT BARS IN A 1’-0” CENTER-TO-CENTER MAXIMUM SPACED GRID. ANCHOR INTO SOUND CONCRETE. -

BARS.

ABRASIVE BLAST EXPOSED REINFORCEMENT BARS TO NEAR-WHITE METAL (RUST AND MILL SCALE REMOVED). EPOXY COAT EXPOSED REINFORCEMENT AFTER REMOVAL OPERATIONS ARE COMPLETE, CLEAN REMAINING DEBRIS AND LOOSE MATERIALS FROM REPAIR AREAS BY ABRASIVE BLASTING. -

OUTLINED REPAIR AREA, ENLARGE AREA AS DIRECTED BY THE OWNER.

HAMMERS, IF REQUIRED, NOT EXCEEDING AN IMPACT RATING OF 30 FOOT POUNDS. IF DETERIORATED CONCRETE EXTENDS BEYOND THE INITIALLY SQUARE-OUT/BEVEL EDGE OF REPAIR AREAS TO KEY IN CONSTRUCTION. USE HAND TOOLS FOR REMOVING DETERIORATED CONCRETE. USE PNEUMATIC -

DEPTH OF 3/4” BEHIND REINFORCEMENT BARS, DO NOT REMOVE ADDITIONAL CONCRETE WITHOUT APPROVAL OF THE OWNER.

SOUND CONCRETE. ALLOW UNCOVERED OR EXPOSED REINFORCEMENT BARS TO HAVE A 3/4” CLEARANCE ALL AROUND. IF CONCRETE IS UNSOUND AT WITHIN THE OUTLINED REPAIR AREAS, REMOVE DETERIORATED CONCRETE TO A DEPTH OF 3/4” BEHIND THE FIRST MAT OF REINFORCEMENT BARS TO -

OUTLINE EDGE OF THE DESIGNATED REPAIR AREAS WITH 1” MAXIMUM DEPTH SAWCUT. -

SOUND AND DETERMINE EXTENT OF REPAIR AREAS IN THE PRESENCE OF OWNER. -

REMOVAL, REPAIR AREA PREPARATION AND REINFORCEMENT INSTALLATION.

CONSTRUCTION PROCEDURE FOR DETERIORATED CONCRETE REPAIR

EJT EJT MJA

1---------LSEROSION AND SEDIMENT POLLUTION CONTROLSSP9000-4002

41---41---SYPARTIALLY GROUTED RIP RAPSP9000-3001

1---1---EAVERIFICATION TEST ANCHORSP9000-2002

3---3---EAEARTH ANCHORSSP9000-2001

127---10324SFREPAIR DETERIORATED CONCRETESP9000-1002

44------CYCLASS AA CEMENT CONCRETE, MODIFIEDSP9000-1001

1---------LSREMOVAL OF PORTION OF EXISTING BRIDGE, MODIFIEDSP1018-0051

301301------LBREINFORCEMENT BARS---1002-0001

1---------LSMAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTIONSP0901-0001

1---------LSMOBILIZATION---0608-0001

TOTALSUPERABUT 2ABUT 1UNITDESCRIPTIONNOTEITEM NO

APPROXIMATE QUANTITIES

SP - SEE SPECIAL PROVISION

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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E C

-2

:1

P

L O

T T

E D

BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

E R

A T

O R

F

IL

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E m a r e n a

P

\0

\O

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\B R

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L \B

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.d g n

2'-6" 2'-6"

REMOVE AND REPLACE

EXISTING CONCRETE

1" SAWCUT (TYP) TO REMAIN (TYP.)

EXISTING REINFORCEMENT

(TO BE REMOVED)

EXISTING DEFLECTION JOINT

5'-0"

RETAINED FROM BEAM

MATCH WITH BARS

4 SETS OF 2 - P501

LONG. BARS

LAP EXIST.

7 - P401

EXISTING REINFORCEMENT

TO REMAIN

TOP OF BARRIER

TOP OF ROADWAY

BOTTOM OF BARRIER

LONG. BARS

LAP EXIST.

2 - P302

RETAINED FROM BEAM

MATCH WITH BARS

4 - P301

MIN. LAP (TYP)

2'-3"

1'-3"

9"

"8

PARAPET & REPLACE)

(REMOVE AS NEEDED TO FORM

2 1/2" BITUMINOUS SURFACE

P401

(MATCH TO EXISTING)

(MATCH TO RETAINED BEAM BARS)

P501

(MATCH TO RETAINED BEAM BARS)

P301

(MATCH TO EXISITNG)

P302

L

IM

IT

S

O F

P R

O T

E C

T

IV

E C

O A

T

IN

G

F O

R R

E

IN

F O

R C

E D

C O

N C

R E

T E

S U

R F

A C

E S

P

E N

E T

R A

T

IN

G S

E A

L E

R S

B R

ID

G

E S

U P

E R

S T

R U

C T

U R

E S

TO REMAIN (TYP.)

EXISTING REINFORCEMENT

(MATCH TO EXISTING)

P401

3/4" DRIP NOTCH

TO REMAIN (TYP.)

EXISTING P/S ADJACENT BOX BEAM

6 0 6 12 INCHES

DEFLECTION JOINT ELEVATION

6 0 6 12 INCHES

DEFLECTION JOINT SECTION

ELIMINATE DEFLECTION JOINTS DETAILS

EJT EJT RJP

(2 JT EACH SIDE)

A

B

C

ROCK, CLASS R-5

SELECTED BORROW EXCAVATION

AASHTO NO. 57, TYPE A

GEOTEXTILE CLASS 4, TYPE A

AASHTO NO. 57, TYPE A

REVISIONS

Mark Description By Chk'd Recm'd. Date

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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:1

P

L O

T T

E D

BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

E R

A T

O R

F

IL

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E m a r e n a

P

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\B R

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L \B

A B

T .d g n

(TO REMAIN)

EXISTING CONCRETE

CONSTR �

T-547 (HASSEL ROAD)

TO FRONT FACE OF ABUTMENT

LIMIT OF CONCRETE REPAIR APPLIES

B8 B7 B6 B5 B4 B3 B2 B1

2'-0"*

2'-10"*

3'-0"*

*1'-6"*

1'-0"* 3

9"*

9"*

(TO REMAIN)

EXISTING CONCRETE

CONSTR �

T-547 (HASSEL ROAD)

TO FRONT FACE OF ABUTMENT

LIMIT OF CONCRETE REPAIR APPLIES

B1 B2 B3 B4 B5 B6 B7 B8

"*8'-5"*6'-8"*

5'-11"*

2'-0"*

6'-3"*

1'-0"*

1 0 1 2 FEET

ABUTMENT 2 ROCK PROTECTION DETAIL

GROUTED RIP RAP

R-5 PARTIALLY 2'-0"

FF EXISTING ABUTMENT

4" DIA WEEPHOLE

BOTTOM OF EXISTING FOOTING

EXISTING GROUND

PLACEMENT LIMITS

STREAMBED AT THE PGR

FLUSHED/BLENDED WITH NATURAL

GROUTED RIP RAP (PGR) SHALL BE

FINAL ELEVATION OF PARTIALLY

6'-0"

GEOTEXTILE

COMBINED FILTER

ABUTMENT REPAIR DETAILS I

EJT EJT

FOR CONCRETE REPAIR DETAILS, SEE SHEET 5.3.

2. FOR GENERAL NOTES, SEE SHEET 2.

1. FOR GENERAL PLAN, SEE SHEET 1.

NOTES:

WING A WING B

WING C WING D

LEGEND:

REPAIR AREA

APPROXIMATE CONCRETE

2 0 2 4 FEET

ABUTMENT 1

B1 DENOTES EXISTING BEAM

2 0 2 4 FEET

ABUTMENT 2

MJA

SHOWN SHALL BE APPROVED BY OWNER.

MINIMUM. CONCRETE REPAIRS BEYOND THE LIMITS

* DIMENSIONS FOR REPAIR AREAS SHOWN ARE

SHOWN SHALL BE APPROVED BY OWNER.

MINIMUM. CONCRETE REPAIRS BEYOND THE LIMITS

* DIMENSIONS FOR REPAIR AREAS SHOWN ARE

COMBINED FILTER DETAIL

(NOT TO SCALE)

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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T E

D

BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

E R

A T

O R

F

IL

E N

A M

E m a r e n a

P

\0

\O

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\B R

I D

G E

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L \B

A B

T .d g n

X

PATCH 1" MIN

OF WIRE BACK INTO

WIRE MESH. BEND EDGES

2X2-W4.0XW4.0 WELDED

EDGE OF UNDERCUT

LIMIT OF DETERIORATION

MAX

6"

LENGTH OF HOOK

90° HOOK AND 2"

SLOPE @ 5H TO 1V (TYP)

" DIA DOWEL WITH2

EXISTING BAR

WITH ENDS BELOW/BEHIND

EPOXY COATED TIE WIRE

5H TO 1V (TYP)

DOWELS ARE SLOPED @

12"± EACH WAY (TYP)

1/2" DIA DOWEL SPACED @

1" DIA X 9" DEEP HOLE WITH

DOWEL HOLES USING GROUT

ARE ANCHORED INTO THE

CONCRETE AND THE DOWELS

IS REMOVED TO SOUND

DETERIORATED CONCRETE

CONCRETE REPAIR AFTER

M A

X

12"

A

A

CONCRETE REPAIR DETAIL

CONCRETE

EXISTING

NOT TO SCALE

REINFORCEMENT

EXISTING

AND SPACING

REINFORCEMENT. MATCH SIZE

NEEDED. LAP TO EXISTING

NEW REINFORCEMENT STEEL AS

TYPICAL CORNER REPAIR DETAIL

MAX

6"

MIN

4"

SAW CUT (TYP)

" TO 1"4

CONSTRUCTION (TYP)

BEVEL EDGE TO KEY IN

FORMED SURFACE

ON EITHER SIDE OF CORNER

OFFSET DOWELS BY 6"

NEW CONCRETE

WWF TIED TO DOWELSCONCRETE

SOUND

NOT TO SCALE

SECTION A-A

DOWEL HOLES USING GROUT

ARE ANCHORED INTO THE

CONCRETE AND THE DOWELS

IS REMOVED TO SOUND

DETERIORATED CONCRETE

CONCRETE REPAIR AFTER

5H TO 1V (TYP)

DOWELS ARE SLOPED @

12"± EACH WAY (TYP)

1/2" DIA DOWEL SPACED @

1" DIA X 9" DEEP HOLE WITH

CONCRETE

EXISTING

LIMIT OF REMOVAL

1" MIN

FROM SURFACE OF PATCH

" DOWEL BAR2

1" MIN CLR TO

TO SURFACE OF PATCH

1" MIN / 2" MAX WELDED WIRE FABRIC

EPOXY COATED TIE WIRE

PATCH 1" MIN

OF WIRE BACK INTO

WIRE MESH. BEND EDGES

2X2-W4.0XW4.0 WELDED

2" MAX

" MIN2

1" MIN

SPACED 12" OC IN FIELD

" DOWEL WITHIN 6" OF PERIMETER,2

NOT TO SCALE

TYPICAL DOWEL DETAIL

NEW CONCRETE

" DOWEL2

WWF

WITH ANNEALED IRON WIRE

FASTEN WWF TO DOWELS

GROUTED HOLE

1" DIA X 9" DEEP

CONCRETE

SOUND

APPLY EPOXY BONDING COMPOUND COVER

1"

COVER

"2

SURFACE

FORMED

NOT TO SCALE

ABUTMENT REPAIR DETAILS II

RJP RJP MJA

2. FOR ADDITIONAL CONCRETE REPAIR TYPE 2A DETAILS, SEE BC-738M

FOR ABUTMENT REPAIR DETAILS, SEE SHEET 4. 1.

NOTES:

RECOMMENDED

SHEET OF

DEPARTMENT OF BRIDGES

MERCER COUNTY, PENNSYLVANIA

DES: DWG: CKD:

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P

L O

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BRIDGE NO. 1916

JEFFERSON TOWNSHIP

T-547 (HASSEL RD)

OVER MAGARGEE RUN

SINGLE SPAN P/S CONCRETE ADJACENT BOX BEAM BRIDGE

43 7211 0547 1916 BMS STR ID: 26163 BRKEY:

O P

E R

A T

O R

F

IL

E N

A M

E m a r e n a

P

\0

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\B R

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1'-0" 4'-6"4'-6"

ELEV 95.13

TFE 90.13

BFE 88.13

12'-0"

(TYP)

� ANCHOR

ELEV 94.23

ELEV 95.55

ELEV 92.92

BEARING PLATE (TYP)

1" x 1'-1" x 1'-1"

EXISTING WING WALL C

ELEV 102.13

M

IN

E M

B E

D M

E N

T D

E P

T H

90°0'0"

PLATIPUS B08 OR APPROVED EQUAL.

PERCUSSION DRIVEN EARTH ANCHOR.

#7 GR. 75 ALL-THREAD BAR

EXISTING GROUND

EXISTING WING WALL C

°0 '0

AFTER ANCHOR INSTALLATION

FILL VOID WITH NON-SHRINK GROUT

FOR ANCHOR INSTALLATION.

NEAT SAW CUT OR CORED HOLE

BETWEEN BEARING PLATE AND CONCRETE

PROVIDE ELASTOMERIC BEDDING MATERIAL

NUT AND BEVELED WASHER

WING WALL TIE-BACK DETAILS

DGS DGS MJA

1 0 1 2 FEET

WING WALL C TIE-BACK TYPICAL SECTION

1 0 1 2 FEET

WING WALL C TIE-BACK ELEVATION

6. ELASTOMERIC BEDDING MATERIAL SHALL MEET REQUIREMENTS OF PUB. 408 SECTION 1113.03(h).

LOCKING AND PROOF TESTING HAS BEEN PERFORMED.

5. MINIMUM EMBEDMENT DEPTH SHOWN FOR ANCHOR SHALL BE FINAL ANCHOR POSITION AFTER LOAD-

" DIA.2

14. OPENING THROUGH WALL FOR EARTH ANCHOR INSTALLATION SHALL NOT BE LARGER THAN 10

CUTTING OR CORING THE WALL. EXISTING REINFORCEMENT SHALL NOT BE CUT OR DAMAGED.

3. LOCATE EXISTING REINFORCEMENT USING A PACHOMETER OR OTHER APPROVED METHOD PRIOR TO

2. FOR GENERAL NOTES, SEE SHEET 2.

1. FOR GENERAL PLAN, SEE SHEET 1.

NOTES