INDEX OF SHEETS TRANSPORTATION CABINET DEPARTMENT … Relat… · BGX-009-04 With Concrete Overlays Bridge Restoration And Waterproofing Construction with current Supplemental Specifications

INDEX OF SHEETSSheet No. Description

TITLE SHEET

SPECIAL NOTES

SPECIFICATIONS

SPECIAL PROVISIONS

STANDARD DRAWINGS

4 Welding Steel Bridges

GENERAL NOTES

Bridges with current interims.

2002 AASHTO Standard Specifications for Highway

TRANSPORTATION CABINETDEPARTMENT OF HIGHWAYS

BRIDGE ID

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28354

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RUST

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DAVID EDWARD RUST

TITLE SHEET

LAYOUT - REPAIR LOCATIONS

PALMER ENGINEERING CO.

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SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

OHIO RIVER

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BALLARD

US 51

FEBRUARY, 2020

FINGER DAMS - PHASE A

POURABLE JOINT REPLACEMENT

Edges for Concrete on Bridges

Replacing Pourable Joints and/or Installing Armored

Bearing Lubrication

Overlays

Bridge Restoration and Waterproofing with Concrete

Replacing Finger Joints with Modular Joints

Use of the Hydrodemolition Method

BGX-009-04

With Concrete Overlays

Bridge Restoration And Waterproofing

Construction with current Supplemental Specifications.

2019 Standard Specifications for Road and Bridge

S01

S01

S02

S03

S04

S08

S11

FINGER DAMS - PHASE BS05

FINGER DAM REPLACEMENTS06-S07

S09-S10

M01-M06 MOT ZONE 1 SIGNING



DECK OVERLAY & MOT TYPICAL SECTION

M20-M21

M22-M23

M24-M26

MOT PHASE 1A CONSTRUCTION

MOT PHASE 1B CONSTRUCTION


M27-M29 MOT PHASE 2B CONSTRUCTION


MOT PHASE 3B CONSTRUCTIONM32-M33

M30-M31

STEEL BRIDGE RAIL REPAIR

Steel Bridge Railing Repairs

D.E. RUST

R.M. DAMON

J.A. ROSE D.E. RUST

BJE-001-03 Neoprene Expansion Dams and Armored Edges

TTC-110-03 Lane Closure Using Traffic Signals

Painting Structural Steel Repairs

Traffic Control on Bridge Repair Contracts

REPAIR PLANSCAIRO OHIO RIVER BRIDGE

BALLARD CO., KY. / ALEXANDER CO., IL.DISTRICT 1

LONGITUDE: 89°08'41" WEST

LATITUDE: 36°59'41" NORTH

BRIDGE SITE

LOCATION MAP

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AND LABOR NECESSARY TO DO THE WORK FOR WHICH NO DIRECT PAYMENT WILL BE MADE.

DESIGNATED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH ALL PLANS, EQUIPMENT

SUB-CONTRACTOR SHALL BE IMPRINTED IN THE CONCRETE WITH 1" LETTERS AT A LOCATION

CONSTRUCTION IDENTIFICATION: THE NAMES OF THE PRIME CONTRACTOR AND THE

THICKER PART JOINED (IN.)

MATERIAL THICKNESS OF

OVER ƒ"

OVER •" TO ƒ"

OVER ‚" TO •"

TO ‚" INCLUSIVE

FILLET WELD (IN.)

MINIMUM SIZE OF

Š"

‚"

‰"

„"

GENERAL NOTES

J.A. ROSE

D.E. RUST R.M. DAMON

D.E. RUST

S02PALMER ENGINEERING CO.

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ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

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BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

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FROM THE RIGHT-OF-WAY.

OR APPROACHES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED

DISPOSAL OF MATERIALS: ALL MATERIALS AND DEBRIS REMOVED FROM OR BENEATH THE BRIDGE

STORAGE OF MATERIAL ON THE BRIDGE IS PROHIBITED.

CONSTRUCTION LOAD: THE CONTRACTOR SHALL ABIDE BY THE BRIDGE POSTING LIMITS.

THE SPECIFICATIONS.

AND SITE SHALL BE LEFT IN A CONDITION THAT IS IN ACCORDANCE WITH SECTION 105.12 OF

FROM THE CONTRACTOR'S ACTIONS. AFTER COMPLETION OF ALL OPERATIONS, THE STRUCTURE

FOR REPAIR OF ANY AND ALL DAMAGES TO THE STRUCTURE, SHOULD SUCH DAMAGE RESULT

DAMAGE TO THE STRUCTURE: THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND EXPENSE

ACTIONS.

CONTRACTOR AT HIS EXPENSE, SHOULD SUCH DAMAGE RESULT FROM THE CONTRACTOR'S

OF THE CONSTRUCTION DURING THE LIFE OF THE PROJECT SHALL BE REPAIRED BY THE

DAMAGE OUTSIDE CONSTRUCTION LIMITS: ANY AREA THAT IS DISTURBED OUTSIDE THE LIMITS

CONTRACT.

BEEN REOPENED TO NORMAL TRAFFIC FOLLOWING COMPLETION OF ALL WORK REQUIRED IN THE

STABILITY OF THE STRUCTURE FROM THE TIME OF MOBILIZATION UNTIL AFTER THE BRIDGE HAS

STABILITY OF THE STRUCTURE: THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE

WELD SIZES: UNLESS SPECIFIED OTHERWISE, USE THE FOLLOWING FILLET WELD SIZES:

DIMENSIONS.

ALL PLAN DIMENSIONS ARE FOR A NORMAL TEMPERATURE OF 60°F. LAYOUT DIMENSIONS ARE HORIZONTAL

FASTENER SIZE/SPACING, WITH FIELD MEASUREMENTS PRIOR TO ORDERING MATERIALS OR FABRICATING STEELWORK.

INSTALLED. THE CONTRACTOR SHALL VERIFY ELEVATIONS AND DIMENSIONS, INCLUDING THICKNESS OF PARTS AND

PLANS AND DO NOT NECESSARILY REFLECT REVISIONS MADE DURING CONSTRUCTION OR REPAIRS PREVIOUSLY

DIMENSIONS: DIMENSIONS SHOWN ON THESE PLANS ARE TAKEN FROM THE ORIGINAL CONSTRUCTION CONTRACT SHALL BE INCIDENTAL TO THE REPAIR ITEM BEING COMPLETED.

EXISTING STEEL REINFORCEMENT: THE COST OF CUTTING, BENDING, AND CLEANING EXISTING STEEL REINFORCEMENT

BEVELED EDGES: BEVEL ALL EXPOSED EDGES ƒ", UNLESS OTHERWISE NOTED.

THE CONTRACT.

STRUCTURAL STEEL REPAIRS. THE COST OF THIS TOUCH-UP PAINTING IS TO BE INCIDENTAL TO

SATISFACTION OF THE ENGINEER AND IN ACCORDANCE WITH THE SPECIAL NOTE FOR PAINTING

PAINT HAS BEEN DAMAGED BY THE CONTRACTOR SHALL BE CLEANED AND SPOT PAINTED TO THE

PAINTING DAMAGED AREAS: ALL AREAS OF NEW OR EXISTING STRUCTURAL STEEL ON WHICH THE

REPAIRS.

CLEANING AND PAINTING: REFER TO THE SPECIAL NOTE FOR PAINTING STRUCTURAL STEEL

GENERAL NOTES

ACCORDANCE WITH SECTION 811.10 OF THE SPECIFICATIONS.

EPOXY COATED REINFORCING STEEL: ALL PROPOSED REINFORCING BARS IN THE PLANS SHALL BE EPOXY COATED IN

A BILL OF REINFORCEMENT.

CONCRETE IS 2" UNLESS OTHERWISE NOTED. USE STIRRUP BEND DIAMETERS FOR BARS DESIGNATED BY SUFFIX (S) IN

OTHERWISE SHOWN. SPACING OF BARS IS FROM CENTER TO CENTER OF BARS. CLEAR DISTANCE TO FACE OF

REINFORCEMENT: DIMENSIONS SHOWN FROM THE FACE OF CONCRETE TO BARS ARE TO CENTER OF BARS UNLESS

SUBMIT FINAL APPROVED SHOP DRAWINGS TO THE ENGINEER.

ARE PROPOSED BY THE FABRICATOR OR SUPPLIER, SUBMIT THOSE CHANGES TO THE CONSULTANT.

SHOP DRAWINGS: SUBMIT SHOP DRAWINGS DIRECTLY TO THE CONSULTANT. WHEN ANY CHANGES IN THE DESIGN PLANS

DETAILS OF THE DTI's SHALL BE SHOWN ON THE SHOP PLANS.

STANDARD SPECIFICATIONS AND ASTM F959. ALL DTI's SHALL BE MECHANICALLY ZINC COATED. INSTALLATION

BOLTED CONNECTIONS ARE TO BE INSTALLED USING "DIRECT TENSION INDICATORS" (DTI's) IN ACCORDANCE WITH THE

TYPE 1 MECHANICALLY GALVANIZED BOLTS SHALL BE USED AS DESCRIBED IN AASHTO M 164, ALL HIGH STRENGTH

FILLED WITH A HIGH STRENGTH BOLT THAT IS TENSIONED PER THE SPECIFICATIONS.

ANY HOLES IN STEEL MEMBERS THAT ARE NOT SPECIFIED TO RECEIVE ANY OTHER CONNECTED PART SHALL BE

LATERALS, AND CONNECTIONS RIVETED TO GIRDERS.

STRINGERS, FLOORBEAMS, BRACKETS, CROSSFRAMES, ETC. AND CONNECTIONS RIVETED TO SAME. 1" DIA. IN GIRDERS,

WITH HIGH STRENGTH BOLTS OF EQUAL SIZE. CONTRACTOR TO VERIFY PRIOR TO ORDERING MATERIALS. ‡" DIA. IN

DRAWING INFORMATION, THE EXISTING RIVET SIZES BELOW ARE ANTICIPATED AND SHALL BE REPLACED WHERE NOTED

THE SHEAR PLANE IN ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED. FROM AVAILABLE ORIGINAL DESIGN

ˆ INCH GREATER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. BOLT THREADS SHALL BE EXCLUDED FROM

BE ASTM F3125 GRADE A325 HIGH STRENGTH BOLTS, A563DH NUTS, AND F436 FLAT WASHERS. OPEN HOLES SHALL BE

HIGH STRENGTH BOLT CONNECTIONS: UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL BOLTED CONNECTIONS SHALL

OTHER METHODS APPROVED BY THE ENGINEER. USE OF CUTTING TORCHES WILL NOT BE PERMITTED.

MANNER THAT DOES NOT DAMAGE ADJACENT STRUCTURAL STEEL. THIS MAY INCLUDE MECHANICAL REMOVAL OR

REMOVAL OF EXISTING RIVETS AND BOLTS: THE CONTRACTOR WILL BE PERMITTED TO REMOVE RIVETS IN ANY

ADDITION TO ANY REQUIREMENT SET FORTH IN SUBSECTION 107.01.01 OF THE SPECIFICATIONS.

FURNISHING AND REMOVING THE FLOORING AS INCIDENTAL TO THE CONTRACT. THIS ITEM MAY BE CONSIDERED IN

DESIGN ALONG WITH THE FALSEWORK DESIGN TO THE ENGINEER FOR APPROVAL. CONSIDER ALL PHASES OF

ALLOWED TO FALL DURING CONSTRUCTION OR DEMOLITION IN THE LIVE LOAD COMPUTATION. SUBMIT THE FLOORING

INCLUDE 50 PSF ON HORIZONTAL SURFACES AND THE WEIGHT OF ANY MATERIAL OR EQUIPMENT THAT IS PLACED OR

NECESSARY, THE FLOORING IS TO BE DESIGNED USING THE SUM OF DEAD LOAD AND LIVE VERTICAL LOADS.

COMPOUNDED BY TRAFFIC AND FOR PROTECTION TO RIVER TRAFFIC BELOW. IF TEMPORARY FLOORING IS

FALL PROTECTION: PROVIDE FLOORING FOR WORKERS IN SITUATIONS WHERE THE DANGER FROM A FALL IS

PHONE: 314-269-2378

ST. LOUIS, MISSOURI 63103

1222 SPRUCE STREET, SUITE 2, 102D

EIGHTH COAST GUARD DISTRICT

WESTERN RIVERS BRIDGE BRANCH

10 DAYS PRIOR TO THE COMMENCEMENT OF ANY FIELD OPERATIONS. THE NOTIFICATION SHALL BE ADDRESSED TO:

THE CONTRACTOR MUST ADVISE THE COAST GUARD OF THE CONTRACTOR'S PROPOSED SCHEDULE OF WORK AT LEAST

REMOVAL FROM STREAM, AND MAINTENANCE OF EXISTING NAVIGATIONAL TRAFFIC DURING CONSTRUCTION.

RIVER. THIS WORK PLAN SHALL INCLUDE BUT IS NOT LIMITED TO METHODS FOR CONTAINING DEBRIS, DEBRIS

THE DEPARTMENT (FOR SUBMITTAL TO THE COAST GUARD) A WORK PLAN FOR PERFORMING WORK OVER THE OHIO

AT LEAST 30 DAYS IN ADVANCE OF BEGINNING CONSTRUCTION, THE SUCCESSFUL CONTRACTOR SHALL SUBMIT TO

THIS WORK SHALL NOT RESUME UNTIL THE RIVER TRAFFIC IS CLEAR OF THE BRIDGE AREA.

STRUCTURAL ELEMENTS BENEATH THE BRIDGE DECK SHALL CEASE WHEN THERE IS APPROACHING RIVER TRAFFIC.

PROJECT SHALL BE A PRIME CONSIDERATION. ALL WORK INVOLVING THE INSTALLATION OR REMOVAL OF THE

RIVER NAVIGATION: CONTINUOUS MAINTENANCE AND SAFETY OF RIVER NAVIGATION THROUGHOUT THE TERM OF THE

DRAWINGS AND THE START OF THE FABRICATION.

COMPLETED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL APPROVAL OF THE SHOP

WELDING PROCEDURES: QUALIFICATION TEST OF ALL WELDING PROCEDURES, WHEN REQUIRED BY AWS, SHALL BE

IN THE UNIT PRICE BID FOR THE REPAIR BEING COMPLETED.

PAYMENT SHALL BE MADE FOR WELDING OR WELD MATERIAL, BUT THE COST OF THESE ITEMS SHALL BE INCLUDED

FOR WELDING REINFORCING STEEL", AMERICAN WELDING SOCIETY SPECIFICATIONS, CURRENT EDITION. NO DIRECT

WELDING REINFORCEMENT: THE WELDING AND WELD MATERIAL SHALL CONFORM TO THE "RECOMMENDED PRACTICES

AUTHORIZATION.

DIVISION OF BRIDGE MAINTENANCE, AND THEN ONLY IN THE MANNER AND AT THE LOCATIONS DESIGNATED IN THE

PERFORMED ON THE LOAD CARRYING MEMBERS OF THE BRIDGE WITHOUT THE WRITTEN CONSENT OF THE DIRECTOR,

PROHIBITED FIELD WELDING: EXCEPT WHERE SHOWN IN THE PLANS, NO WELDING OF ANY NATURE SHALL BE

STATED ON THE PLANS SHALL SUPERSEDE THE JOINT SPECIFICATIONS.

"JOINT SPECIFICATION ANSI/AASHTO/AWS D1.5-2015 BRIDGE WELDING CODE". MODIFICATION AND ADDITIONS AS

WELDING SPECIFICATIONS: ALL WELDING AND WELDING MATERIALS EXCEPT FOR REINFORCEMENT, SHALL CONFORM TO

SHOWING THAT ALL STRUCTURAL STEEL CONFORMS TO THE REQUIREMENTS OF THE SPECIFICATIONS.

MILL TEST REPORTS: NOTARIZED MILL TEST REPORTS SHALL BE FURNISHED IN TRIPLICATE TO THE DEPARTMENT

ACTIVITIES WITH THE UTILITY OWNER.

PLINTH AND ARE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, DEACTIVATE AND COORDINATE

UTILITIES: UTILITIES MAY BE ON THE BRIDGE OR IN THE EXISTING

STANDARDS ARE TO THE CURRENT EDITION OF THE ASTM STANDARD SPECIFICATIONS, WITH INTERIMS.

OF THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, WITH INTERIMS. ALL REFERENCES TO THE ASTM

SUPPLEMENTAL SPECIFICATIONS. ALL REFERENCES TO THE AASHTO SPECIFICATIONS ARE TO THE CURRENT EDITION

OF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION INCLUDING ANY CURRENT

SPECIFICATIONS: REFERENCES TO THE SPECIFICATIONS ARE TO THE 2019 EDITION OF THE KENTUCKY DEPARTMENT

FOR TRAFFIC CONTROL ON BRIDGE REPAIR CONTRACTS".

MAINTAINING TRAFFIC: SEE MAINTENANCE OF TRAFFIC PLANS (SHEETS S11 AND M01-M33) AND THE "SPECIAL NOTE

OR ADJACENT PROJECTS SHALL COOPERATE WITH EACH OTHER.

THE PROJECT LIMITS PRIOR TO THE COMPLETION OF THIS PROJECT. CONTRACTORS WORKING ON THE SAME PROJECT

COOPERATION BY CONTRACTOR: THE CONTRACTOR IS ADVISED THAT ADDITIONAL CONTRACTS MAY BE LET WITHIN

104.02.02 OF THE STANDARD SPECIFICATIONS ARE SATISFIED.

UNDERRUN FORMULAS MAY BE APPLIED TO APPROPRIATE REPAIRS PROVIDED THAT THE REQUIREMENTS OF ARTICLE

QUANTITY ACTUALLY FURNISHED AT THE UNIT PRICE BID FOR THE WORK. IN ADDITION, THE OVERRUN AND

COMPENSATION FOR A CHANGE IN THE SCOPE OF THE WORK; HOWEVER THE CONTRACTOR WILL BE PAID FOR THE

CONSTRUCTION OR ORDERING OF MATERIALS. SUCH VARIATIONS SHALL NOT BE CAUSE FOR ADDITIONAL

SUCH DIMENSIONS AND DETAILS IN THE FIELD AND MAKE THE NECESSARY APPROVED ADJUSTMENTS PRIOR TO

SUBJECT TO NOMINAL CONSTRUCTION VARIATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

VERIFYING FIELD CONDITIONS: PLAN DIMENSIONS AND DETAILS RELATIVE TO THE EXISTING STRUCTURE ARE

FROM SITE CONDITIONS WILL NOT BE HONORED BY THE DEPARTMENT OF HIGHWAYS.

SUBMISSION OF A BID WILL BE CONSIDERED EVIDENCE OF THIS INSPECTION HAVING BEEN MADE. ANY CLAIMS

IS AWARDED. A SUITABLE METHOD OF PERFORMING THE WORK DESCRIBED HEREIN SHOULD BE INVESTIGATED.

FAMILIARIZED WITH EXISTING CONDITIONS SO THAT WORK CAN BE EXPEDITIOUSLY PERFORMED AFTER A CONTRACT

INSPECTION OF THE BRIDGE AND THE WORK SITE PRIOR TO SUBMITTING A BID AND SHALL BE THOROUGHLY

ON SITE INSPECTION: EACH CONTRACTOR SUBMITTING A BID FOR THIS WORK SHALL MAKE A THOROUGH

BIDDER UPON WRITTEN REQUEST.

BRIDGE PLANS: A COPY OF AVAILABLE EXISTING BRIDGE PLANS WILL BE MADE AVAILABLE TO THE SUCCESSFUL

(SPAN 20)

181'-0"

(SPANS 21 THRU 32)

827'-11"

(SPANS 13 THRU 19)

7 SPANS @ 182'-0" = 1274'-0"

(SPAN 12)

182'-6"

S03

J.A. ROSE

L.M. SALLEE D.E. RUST

K-9

K-8

K-7

K-6

K-5

K-4

K-3

K-2

K-1

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2

2

2

2

NUMBER OF BEARINGS

BEARING LUBRICATION QUANTITIES

D.E. RUST


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ROUTE CROSSING

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DATE: CHECKED BY

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004B00021N

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BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

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(SPAN 11)

365'-1•"

(SPAN 10)

650'-0"

(SPAN 9)

650'-0"

(SPAN 8)

800'-0"

(SPAN 7)

365'-0"

PIE

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E E F E E E E E EF F F

L0 L2 L4 L6 L8 L10 L12 L14 L16 L18 L20 L22 L24 L26 L28 L30 L32 L34 L36 L38 L40 L42 L44 L46 L48 L50 L52 L54 L56 L58 L60 L62 L64 L66 L68 L70 L72 L74 L76

APPROACH SPANS

SEE ILLINOIS

APPROACH SPANS

SEE KENTUCKY

ELEVATION

MAIN TRUSS SPANS

MAIN TRUSS SPANS

PLAN

F

E

NORMAL POOL

SHORELINE AT

APPROX.

NORMAL POOL

SHORELINE AT

APPROX.

PIE

R I-1

(SPAN 6)

181'-0‚"

C/

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OHIO

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ELEVATION

PLAN

PIE

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K-1

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K-2

PIE

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K-3

PIE

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K-4

PIE

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K-5

PIE

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K-6

PIE

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K-7

PIE

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K-8

PIE

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K-9

PIE

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K-10

PIE

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K-11

PIE

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K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R K-2

0

KY ABUT.

F E F E F E F E F E F E F E F E F

E E E E E E E E E E EF F F F F F F F F F F F

F

F

EFFEEFFEEF

NORMAL POOL

SHORELINE AT

APPROX.

IL

LIN

OIS

AB

UT.

PIE

R I-5

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPAN 6)

181'-0‚"

(SPANS 1 THRU 5)

389'-6"

TO CAIRO, IL. TO WICKLIFFE, KY.

KE

NT

UC

KY

AB

UT.

TRUSS SPANS

SEE MAIN

ILLINOIS APPROACH SPANS

ILLINOIS APPROACH SPANS

ELEVATION

KENTUCKY APPROACH SPANS

PLAN

KENTUCKY APPROACH SPANS

1

1

1

11

1

2

2

22 2

2 2

2

2

2

2

2 2

22 2

2

2 2

5 5

5

5 5 5 5 5 5 5 5 5 5 5 5

3

4

5

BRIDGE RAILING REPAIRS

3 43 4 3 4

3 4

3 4

3 4

REPAIRS

REMOVE FINGER JOINTS AND INSTALL MODULAR JOINTS

REMOVE AND REPLACE EXPANSION JOINTS

CLEAN AND GREASE BEARINGS- SEE TABLE FOR QUANTITIES

LATEX CONCRETE DECK OVERLAY

J.A. ROSE

R.M. DAMON D.E. RUST

R.M. DAMON

S04

FINGER DAMS - PHASE A


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BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

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! BRIDGE DECK

22'-6" (DECK WIDTH)

SIGNALIZED ONE LANE TRAFFIC

11'-3" 1'-6" 9'-6"3"

TEMPORARY BARRIER

PHASE A REMOVAL AT JOINT REPLACEMENT

SEE SHTS. S09 AND S10

RAIL POST DETAILS NOT SHOWN

CONSTRUCTION JOINT

! BRIDGE DECK

22'-6" (DECK WIDTH)


11'-3" 1'-6" 9'-6"3"

TEMPORARY BARRIER



CONSTRUCTION JOINT

PHASE A REMOVAL

PHASE A CONSTRUCTION

PER JOINT MANUFACTURER'S SPECIFICATIONS.

SHOWN ON SHTS. S06, S07, AND S11 AND

INSTALL JOINT HARDWARE AND OVERLAY AS

MINIMUM LAP SPLICES

#6 BAR - 3'-6"

#5 BAR - 2'-8"

PHASE A CONSTRUCTION AT JOINT REPLACEMENT

1

2

CONSTRUCTION JOINT NOT SHOWN FOR CLARITY

REINFORCEMENT THAT DOES NOT CROSS THE

1

2

INSTALL MECHANICAL COUPLERS FOR 5D02 BARS.

MECHANICAL COUPLERS.

CONCRETE. CONTRACTOR HAS THE OPTION TO USE

ONE LAP LENGTH FROM THE FACE OF THE PHASE "A"

EXTEND CONCRETE DIAPHRAGM REINFORCEMENT, 6D01,

SPECIFICATIONS.

AND S07 AND PER JOINT MANUFACTURER'S

AND / OR STEEL AS REQUIRED PER SHTS. S06

REMOVE EXISTING JOINT HARDWARE, CONCRETE,

(MOT ZONE 2)

(MOT ZONE 2)

ON SHTS. S06 AND S07.

INSTALL CONCRETE DIAPHRAGM AS SHOWN

J.A. ROSE


R.M. DAMON

S05

FINGER DAMS - PHASE B


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HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:34 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

S5_

CAIR

O_

MO

T_

TY

PIC

AL_02.

DG

NFIL

E

NA

ME:

Fe

bruary

13, 2020

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

Micro

Statio

n v8.11.9.536

! BRIDGE DECK

22'-6" (DECK WIDTH)


11'-3"1'-6"9'-6" 3"

TEMPORARY BARRIER



MINIMUM LAP SPLICES

#6 BAR - 3'-6"

#5 BAR - 2'-8"

1

2

CONSTRUCTION JOINT

PHASE B REMOVAL AT JOINT REPLACEMENT

PHASE B REMOVAL

! BRIDGE DECK

22'-6" (DECK WIDTH)


11'-3"1'-6"9'-6" 3"

TEMPORARY BARRIER



3

4

CONSTRUCTION JOINT

6D01 EXTENDED LAP FROM PHASE A

5D02 EXTENDED LAP FROM PHASE A

1

PHASE B CONSTRUCTION AT JOINT REPLACEMENT

PHASE B CONSTRUCTION

3

3

6D01 SPLICE WITH PHASE A BARS

5D02 SPLICE WITH PHASE A BARS

1

2

SPECIFICATIONS

MANUFACTURER'S

AS REQUIRED PER THE

SPLICE JOINT HARDWARE

(MOT ZONE 2)

(MOT ZONE 2)

SPECIFICATIONS.

AND S07 AND PER JOINT MANUFACTURER'S

AND / OR STEEL AS REQUIRED PER SHTS. S06

REMOVE EXISTING JOINT HARDWARE, CONCRETE,

ON SHTS. S06 AND S07.

INSTALL CONCRETE DIAPHRAGM AS SHOWN

JOINT MANUFACTURER'S SPECIFICATIONS.

SHOWN ON SHTS. S06, AND S07 AND PER

INSTALL JOINT HARDWARE AND OVERLAY AS

NOT SHOWN FOR CLARITY

THAT CROSSES THE CONSTRUCTION JOINT

CONSTRUCTION JOINT OR LAP WITH REINFORCEMENT

REINFORCEMENT THAT DOES NOT CROSS THE

2'-4•"

A

TYPE 2

A

B

A

TYPE 5

A

B

J.A. ROSE


R.M. DAMON

S06

1'-6" 1'-6"

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

FINGER DAM REPLACEMENT8ƒ

"

8ƒ

"


...\

S6_

Cair

o_

NE

WE

XP_FIN

GE

R01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:36

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

1'-9"

8ƒ

"1'-9"

8ƒ

"1

2

2B

3

4

REMOVE RIVETS ATTACHING ANGLE 2b TO STRINGER AND REMOVE ANGLE 2b

REMOVE CHANNELS BY REMOVING RIVETS ON CONNECTION ANGLE 2b

JOINT SUPPORT CHANNEL

2b

ANGLE

1

2

3

2B

2C REMOVE CONNECTION ANGLES AND SPACERS

4

2'-

4ƒ

"

A

A

(TYP)

2" CLR.

U.N.O.

B

C

D

E

F

ANCHOR BOLTS OVER STRINGER TOP FLANGES SHALL BE BOLTED TO TOP FLANGE

B

C C

E E

F

EXISTING SECTION FOR JOINT

AT L15, L44, L61

PROPOSED SECTION FOR JOINT

AT L15, L44, L61

2'-

4ƒ

"

F

E

SECTION "A"

STRINGER

INTERIOR

STRINGER

EXTERIOR

G

INSTALL PER MANUFACTURER'S SPECIFICATIONS

OR EQUIVALENT SYSTEM.

WABOFLEX SR-9

WATSON BOWMAN ACME

G

G

SEE JOINT SETTING TABLE

B

6D03 (6 PAIRS)6D05 (6 PAIRS)

BETWEEN STRINGERSOVERHANG

‚"

6"

6"

AND WELD

SHOP MITER

UPTURN JOINT IN CURB PER MANUFACTURER'S RECOMMENDATIONS.

DIMENSIONS SHOWN ARE APPROXIMATE.

CURB UPTURN DETAIL

DIAPHRAGM.

CLEAN RUST AT STRINGER ENDS WITHIN THE EXTENTS OF THE CONCRETE

1'-9" 1'-9"

LIMITS OF CONCRETE REMOVAL

MANUFACTURER'S RECOMMENDATION

JOINT BLOCKOUT PER

9"

3

1

2

3

INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS.

ANCHOR SPACING SHOWN IS APPROXIMATE.

BLOCKOUT PER MANUFACTURER'S RECOMMENDATIONS

22

H FIELD BEND EXISTING SLAB REINFORCEMENT AS REQ'D.

H

5D04 (PAIRS) @ 12" (MAX.)5D04 (PAIRS) @ 12" (MAX.)

MINIMUM LAP SPLICES

#5 BAR - 2'-8"

I


JOINT BLOCKOUT PER

NEW CONCRETE NEW CONCRETE

OVERLAY AT EXPANSION JOINTS

OVERLAY

PROPOSED

OVERLAY

PROPOSED

REMOVE AND REPLACE ONE BOLT AT A TIME.

HIGH STRENGTH BOLTS TENSIONED PER THE STANDARD SPECIFICATIONS.

REPLACE BOLTS IN-KIND, REPLACE RIVETS WITH EQUIVALENT DIAMETER

5

THE STRINGER PER DETAIL THIS SHEET.

AND TENSION PER THE STANDARD SPECIFICATIONS ON EACH FACE OF

REMOVE RIVETS AND REPLACE WITH ƒ"x 24" ALL THREAD WITH NUTS

6

AND LOCATION AS IN NOTE 5.

AS IN NOTE 5 OR INSTALL ƒ"x 6" HEADED STUDS AT SAME SPACING

CONTRACTOR'S OPTION, DRILL ‡" DIA. HOLES AND INSTALL ALL THREAD3

5

3

6

D

(MAX.)@ 12"5D04

(MAX.)@ 12"5D04

I

F

(TYP)

WITH ƒ" H.S. BOLTS

REPLACE EXISTING RIVETS

SHEAR STUD (TYP)

ƒ" DIA. ALL THREAD OR

NEW H.S. BOLTS TO REPLACE RIVETS (TYP)

PER THE STANDARD SPECIFICATIONS ON EACH FACE OF THE STRINGER.

REMOVE RIVETS AND REPLACE WITH ƒ"x 24" ALL THREAD WITH NUTS TENSIONED

6D03 OR 6D05 BETWEEN STRINGERS

AND LOCATION AS IN NOTE D.

AS IN NOTE D OR INSTALL ƒ"x 6" HEADED STUDS IN THE SAME SPACING

CONTRACTOR'S OPTION: DRILL ‡" DIA. HOLES AND INSTALL ALL THREAD

! STRINGER

1'-0"1'-0"

ƒ` ALL THREAD

HEX NUT

HEAVY

HEX NUT

HEAVY

STRINGER)

(EA. FA. OF

WITH WASHER

HEAVY HEX NUT

THREADED ROD DETAIL

FINGER JOINT REMOVAL AND STRINGER PREPARATION

SEE SHEETS S09 AND S10 FOR DETAILS.

GUARDRAIL ANCHORAGE NOT SHOWN.

JOINTS FOR PAINTING REQUIREMENTS AND ADDITIONAL INFORMATION.

SEE "SPECIAL NOTE FOR REPLACING FINGER JOINTS WITH MODULAR2.

OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

TO REMAIN. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY MEMBERS1.

NOTES:

DEBRIS AND RUST. REMOVE FINGER PLATES.

STEEL EXTENDING INTO BLOCKOUT SHALL REMAIN AND BE CLEANED FREE OF

SHEET AND SHTS. S04-S05. EDGES OF CONCRETE SHALL BE NEAT AND SQUARE.

REMOVE CONCRETE TO THE EXTENT OF THE BLOCKOUTS SHOWN ON THIS

1

5D02 s/w 5D02 SPACED AT 3" C/C.

12

2B

2B

2B

3

4

3

6

5

2'-4•"2'-4•"

TYPE 2

A

B

A

TYPE 5

A

B

J.A. ROSE


R.M. DAMON

S07

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

A

1'-6"1'-6"

B

FINGER DAM REPLACEMENT8ƒ

"

8ƒ

"

8ƒ

"


...\

S7_

Cair

o_

NE

WE

XP_FIN

GE

R02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:38 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

1

2

2B

3

4

REMOVE CHANNELS BY REMOVING RIVETS ON CONNECTION ANGLE 2b.

1

2

2B

2C REMOVE CONNECTION ANGLES AND SPACERS

2C

2C

4

A

B

C

D

E

F

ANCHOR BOLTS OVER STRINGER TOP FLANGES SHALL BE BOLTED TO TOP FLANGE

EXISTING SECTION FOR JOINT

AT L0, L76

2'-

4ƒ

"

F

E

SECTION "B"

STRINGER

INTERIOR

STRINGER

EXTERIOR

G

INSTALL PER MANUFACTURER'S SPECIFICATIONS

OR EQUIVALENT SYSTEM.

WABOFLEX SR-9

WATSON BOWMAN ACME

G

SEE JOINT SETTING TABLE

6D03 (6 PAIRS)6D05 (6 PAIRS)


‚"

6"

6"

AND WELD

SHOP MITER

UPTURN JOINT IN CURB PER MANUFACTURER'S RECOMMENDATIONS.

DIMENSIONS SHOWN ARE APPROXIMATE.

CURB UPTURN DETAIL

DIAPHRAGM.

CLEAN RUST AT STRINGER ENDS WITHIN THE EXTENTS OF THE CONCRETE

9"

3

1

2

3

INSTALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS.

ANCHOR SPACING SHOWN IS APPROXIMATE.

BLOCKOUT PER MANUFACTURER'S RECOMMENDATIONS

2

H FIELD BEND EXISTING SLAB REINFORCEMENT AS REQ'D.


MINIMUM LAP SPLICES

I


JOINT BLOCKOUT PER

NEW CONCRETE NEW CONCRETE

OVERLAY AT EXPANSION JOINTS

OVERLAY

PROPOSED

OVERLAY

PROPOSED

REMOVE AND REPLACE ONE BOLT AT A TIME.

HIGH STRENGTH BOLTS TENSIONED PER THE STANDARD SPECIFICATIONS.

REPLACE BOLTS IN-KIND, REPLACE RIVETS WITH EQUIVALENT DIAMETER

5

(TYP)

WITH ƒ" H.S. BOLTS

REPLACE EXISTING RIVETS

SHEAR STUD (TYP)


NEW H.S. BOLTS TO REPLACE RIVETS (TYP)

6D03 OR 6D05 BETWEEN STRINGERS

FINGER JOINT REMOVAL AND STRINGER PREPARATION

3A

C C

PROPOSED SECTION FOR JOINT

AT L0, L76

LIMITS OF CONCRETE REMOVAL


JOINT BLOCKOUT PER

G

1'-9"1'-9"

H

2

2'-

4ƒ

"

D

E

(MAX.)@ 12"5D04

E

(MAX.)@ 12"5D04

F

(TYP)

2" CLR.

U.N.O.

B

I

ANGLE 2b

REMOVE RIVETS ATTACHING ANGLE 2b TO STRINGER AND REMOVE

ƒ" x 6" HEADED STUDS AS SHOWN IN JOINT SECTION.

AS SHOWN IN JOINT SECTION AND DETAIL ON SHEET S06 OR INSTALL

CONTRACTOR'S OPTION, DRILL ‡" DIA. HOLES AND INSTALL ALL THREAD

2'-

4ƒ

"

D

E

STRINGER

INTERIOR

STRINGER

EXTERIOR

G

6D01 (6 PAIRS)


3

2


SHEAR STUD (TYP)


SECTION "A"

I


AT 3" C/C SPACING.

AS SHOWN IN DETAIL ON SHT. S06 OR INSTALL ƒ"x 6" HEADED STUDS

CONTRACTOR'S OPTION: DRILL ‡" DIA. HOLES AND INSTALL ALL THREAD

#6 BAR - 3'-6"

#5 BAR - 2'-8"

3"

@ 3"

3 SPA. 3"

@ 3"

3 SPA.

JOINTS FOR PAINTING REQUIREMENTS AND ADDITIONAL INFORMATION.

SEE "SPECIAL NOTE FOR REPLACING FINGER JOINTS WITH MODULAR2.

OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

TO REMAIN. ANY DAMAGE SHALL BE REPAIRED TO THE SATISFACTION

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY MEMBERS1.

NOTES:

CLEANED FREE OF DEBRIS AND RUST. REMOVE FINGER PLATES.

SQUARE. STEEL EXTENDING INTO BLOCKOUT SHALL REMAIN AND BE

SHEET AND SHTS. S04-S05. EDGES OF CONCRETE SHALL BE NEAT AND

REMOVE CONCRETE TO THE EXTENT OF THE BLOCKOUTS SHOWN ON THIS

SEE SHEETS S09 AND S10 FOR DETAILS.

GUARDRAIL ANCHORAGE NOT SHOWN.

2b

ANGLE

1


1

2

2B

2C 2C

3

4

5

5

3

POURABLE JOINT REPLACEMENT

J.A. ROSE

L.M. SALLEE D.E. RUST

S08

6" 6"

D.E. RUST


...\

S8_

Cair

o_

EX

PJ

OIN

TS_P

OU

RA

BL

E.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:41

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

ILLINOIS ABUTMENT

EXISTING SECTION AT POURABLE JOINT

1†"

JOINT OPENING

! JOINT

SAW CUT SAW CUT2'-0"2'-0"

MATERIAL.

EDGES, AND POURABLE JOINT

CONCRETE, EXISTING ARMORED

REMOVED HATCHED AREAS OF

1 1

1

MAIN TRUSS SPANS

SAW CUT

2'-0"2'-0"

11

1†"

JOINT OPENING

SAW CUT

! JOINT


NORTH END OF SPANS 22 AND 24

1

JOINT OPENING

1†"

! JOINT

2'-0"


ILLINOIS ABUTMENT

1†"

JOINT OPENING

! JOINT

PROPOSED SECTION AT POURABLE JOINT

NORTH END OF SPANS 22 AND 24

1†"

! JOINT

PROPOSED SECTION AT POURABLE JOINTPROPOSED SECTION AT POURABLE JOINT

! JOINT

MAIN TRUSS SPANS

A ARMORED EDGE, SEE STD. DWG. BJE-001, c.e.

B

B

1'-0"BA

OPENING

JOINT

1'-0"

MIN.

CL

R.

2•

"

CLR.

2"

C

D D

D

1†"

JOINT OPENING

1'-0"1'-0"A

B

D D

(TYP)

OVERLAY

PROPOSED

(TYP)

OVERLAY

PROPOSED

(TYP)

OVERLAY

PROPOSED

NEW CLASS "M" CONCRETE NEW CLASS "M" CONCRETE

USE CORNER TRANSITIONS PER THE MANUFACTURER'S SPECIFICATIONS

THE JOINT OPENING IS 1†" AT 60° F.

USE EMSEAL BEJS OR EQUIVALENT SYSTEM

TO BE REMOVED

2'-

0"

AS SHOWN.

WITH THE TOP OF THE BACKWALL

ABUTMENT BACKWALL ALONG

ANCHORAGE HARDWARE IN

REMOVE ARMORED EDGE AND

2'-

0"

NEW CLASS "M" CONCRETE

TRUSS PANEL POINTS - 4, 8, 12, 17, 23, 30, 34, 37, 40, 47, 51, 54, 64, 68, 72

CONCRETE

NEW CLASS "M"

(TYP)

5A02

GROUT)

(DRILL &

1'-0" MAX.

SPA. @

5A01

BAR BILL - ILLINOIS ABUTMENT JOINT REPLACEMENT

NOTE: FIELD VERIFY ALL BAR DIMENSIONS PRIOR TO PLACING REINFORCEMENT ORDER

2ƒ

"

REMOVAL LINE (TYP)

AND STRAPS TO CONCRETE

CUT AND REMOVE ARMORED EDGE

2ƒ

"

SEAL IS PLACED.

THE JOINT UNTIL NEW

FROM FALLING THROUGH

PREVENT LOOSE DEBRIS

BLOCK IN OPEN JT. TO

PLACE TEMPORARY FOAM

D CLEAN AND LEAVE EXISTING DECK REINFORCEMENT IN PLACE

EMCRETE ELASTOMERIC NOSING OR APPROVED EQUAL

C C

TRUSS PANEL POINTS - 4, 8, 12, 17, 23, 30, 34, 37, 40, 47, 51, 54, 64, 68, 72

SEAL IS PLACED.

THE JOINT UNTIL NEW

FROM FALLING THROUGH

PREVENT LOOSE DEBRIS

BLOCK IN OPEN JT. TO

PLACE TEMPORARY FOAM

2" DEEP 2" DEEP2" DEEP2" DEEP

5A02(E)

5A01 (E)

BACKWALL

BACKWALL

STR.

5

16

46

#5

#5

11

4

3

8 2'-10" 0'-8"

A B

FT./IN. FT./IN.

LOCATIONLENGTH

FT INMARK TYPE NUMBER SIZE

#5 MECHANICAL COUPLERS REQUIRED = 16

SAW CUT2" DEEP

EXPANSION JOINT REPLACEMENT

PAY LIMITS FOR


PAY LIMITS FOR


PAY LIMITS FOR

ARMORED EDGES FOR CONCRETE ON BRIDGES" FOR ADDITIONAL INFORMATION.

SEE "SPECIAL NOTE FOR REPLACING POURABLE JOINTS AND/OR INSTALLING

ARMORED EDGE FOR CONCRETE

PAY LIMITS FOR

A

6"

3"

ˆ"

ˆ"

ˆ"ˆ"

B

20'-0"

HSS 6 x3 x‰

HSS 6 x3 x‰

DOWEL (TYP)

! EXIST. ANCHOR

J.A. ROSE

L.M. SALLEE D.H. DEITZ

L.M. SALLEE

S09

EXISTING HANDRAIL LENGTH VARIES

(TYP. POST SPACING)

6'-0"

C

POST ASSEMBLY

EXISTING RAIL

EXISTING TS 6x 3x ‰ RAIL

REPLACEMENT RAIL

PROPOSED HSS 6x 3x ‰

POST ASSEMBLY

EXISTING RAIL

REPLACEMENT RAIL


REPLACEMENT POSTS

USE EXISTING ANCHOR DOWELS TO CONNECT

D

POST ASSEMBLY

REPLACEMENT RAIL

POST ASSEMBLY

REPLACEMENT RAIL EXISTING TS 6x 3x ‰ RAIL

(TYP)

EXISTING TS 6x 3x ‰ RAIL

‚" PLATES ‚" PLATES

‚" PLATES

MAY BE USED

EQUIVALENT ROLLED SECTION


FOR ADDITIONAL INFORMATION

SEE "SPECIAL NOTE FOR STEEL BRIDGE RAILING REPAIRS"

INCIDENTAL TO THE STEEL REPAIR.

LABOR AND MATERIALS FOR THIS WORK ARE CONSIDERED

AS DIRECTED BY THE ENGINEER. ALL ASSOCIATED

REPAIRED IN-KIND AND ATTACHED TO THE RAIL POST

AND/OR DAMAGED DURING CONSTRUCTION SHALL BE

NOTE: ANY RAIL POST UTILITY CONNECTIONS MOVED

WITH CORROSION HOLE

REPLACE ANY RAIL


...\

DG

N\

S9_

Cair

o_Steel_

Railin

g.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:42 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

1'-6"6"

2'-0"

‰"

SECTION A

2'-

4"

2'-

4"

6"

9"

1"

‚"

‰"

PL 1"x 1'-0"x 1'-2"

DRAIN HOLE

•"x•" 1'-2"

1•"

11"

1•"

1'-0"

1•" 9" 1•"

3"

8"

3"

3" 6" 3"

1‚" ` HOLES

SECTION B

1'-6" 6"

2'-0"

REPLACEMENT RAIL DETAIL

‰"

REPLACEMENT

RAIL POST DETAIL

HSS 8 x6 x ‚

TYPICAL EXISTING HANDRAIL - ELEVATION

TS 8x6x ‚

(TYP EXIST. COLUMN)

TYP CORROSION HOLE

11'-0"11'-0"

CUT EXIST. RAIL CUT EXIST. RAIL

CORROSION HOLE.

REPLACE ANY RAIL POST WITH A

SEE REPLACEMENT RAIL POST DETAIL

20'-0"‰" ‰"

6" 6"

1'-0"

6" 6"

1'-0"

1

2

20'-0" LONG HSS 6x 3x ‰

REPLACEMENT RAIL SECTION

12 2

TYPICAL HANDRAIL REPAIR - ELEVATION

TYP CORROSION HOLE

‰"

‰"

‰"

‰"

SECTION C

(TYP)

PL 1"x 1'-0"x 1'-2"

(TYP EXIST. RAIL)

TS 6x 3x ‰

EXISTING RAIL POST CONNECTION DETAIL

COVER PL

7†x 5†x ‰"

‰"

‰"

REPLACEMENT RAIL POST CONNECTION DETAIL

‰"

‰"

‰"

‰"

SECTION D

RAIL IS IN PLACE)

(FIELD WELD ONCE REPLACEMENT

2'-0" LONG SEE SECTION A.

ADJUSTABLE RAIL CONNECTION

‰"TYP FOR PLATES

J.A. ROSE

L.M. SALLEE D.H. DEITZ

L.M. SALLEE

S10

C1 (TYP)

CONNECTION ANGLE

EXISTING RAIL

REPLACEMENT RAIL


TYPICAL

E

REPLACEMENT RAIL


MEMBER

TRUSS

EXISTING

ANGLE C1

NEW REPLACEMENT4"

4"

2"2"

1•"

2•

"

9"

L 9x 4x †

! •` HOLE

RAIL SUPPORT

TS 8x 6x ‰

EXISTING

RAIL SUPPORT

TS 8x 6x ‰

EXISTING

RAIL SUPPORT

TS 8x 6x ‰

EXISTING

RAIL SUPPORT

TS 8x 6x ‰

EXISTING

(TYP)

EXISTING TS 6x 3x ‰

(TYP)

IN-KIND AS PART OF RAIL REPLACEMENT.

REPLACE EXISTING RAIL CONNECTION ANGLE C1

(TYP)

EXISTING TRUSS MEMBER

(TYP)

TS 6x 3x ‰

EXISTING

REMOVAL LIMITS

14'-0"

CUT LINE(TYP)

TS 6x 3x ‰

EXISTING

CUT LINE

REMOVAL LIMITS

14'-0"

REPLACEMENT RAIL

10'-0"

(TYP)

TS 6x 3x ‰

EXISTING

(TYP)

TS 6x 3x ‰

EXISTING

(PANEL POINTS - 0, 19, 27, 44, 61, 76) (PANEL POINTS - 0, 19, 27, 44, 61, 76)

(PANEL POINTS - 0, 19, 27, 44, 61, 76)

(PANEL POINTS - 0, 19, 27, 44, 61, 76)

RAIL POST DETAIL

SEE REPLACEMENT

AND DIRECTED BY THE ENGINEER.

RAIL POST PER THESE DETAILS IF DAMAGED

PREVIOUSLY BEEN REPLACED. ONLY REPLACE

NOTE: JOINT AT PANEL POINT 27 HAS

MODULAR JOINT

NEWLY INSTALLED


FOR ADDITIONAL INFORMATION

SEE "SPECIAL NOTE FOR STEEL BRIDGE RAILING REPAIRS"

WITH MODULAR JOINT HARDWARE

1" THREADED RODS WILL NOT INTERFERE

CONTRACTOR SHALL VERIFY THAT


...\

S10

_Cair

o_Steel_

Railin

g.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:43 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

‰"

‰"

TYPICAL TRUSS MEMBER CONNECTION DETAIL

‰"

SECTION E

‰"

CONNECTION ANGLE C1

FINGER DAM

EXISTING

FINGER DAM

EXISTING

END OF CONCRETE8•"

8•"TOP OF CURB

8•"TOP OF CURB

PLAN - EXISTING RAIL SUPPORT

REMOVAL

2'-0…"2'-0…"

2'-0…"2'-0…"

TOP OF DECK

1'-9" 1'-9"

1'-4†

"

6"

3"

4" 10•"

EM

BE

D.

1'-0"

1'-6" LONG

1"` THREADED ROD

NEW RAIL SUPPORT

HSS 8x 6x ‰CONN. ANGLE C2

6x 4x …

6"

4" 1‡

"1ƒ

"

6"

4"

1•"3"1•"

! 1„"` HOLES

CONNECTION ANGLE - C2

NEW RAIL SUPPORT

HSS 8x 6x ‰

CONN. ANGLE C2

6x 4x …

1'-6" LONG

1"` THREADED ROD

10•"

8"

‰"

‰"

NEW RAIL SUPPORT

HSS 8x 6x ‰

‰"‰"

4"6"4"

6"

(TYP)

1"` ANCHOR RODS

1„"` HOLES FOR

SEE DETAIL "A"

SEE DETAIL "B"

DETAIL "B"DETAIL "A"

‰" ‰"

‰" ‰"

JOINT REPLACEMENT

CONCRETE REMOVAL AS PART OF

PLAN - EXISTING RAIL AND SUPPORT REMOVAL

6" 6"

1'-0"

2‰"

6" 6"

1'-0"

1 2

‰"

4'-

6"

2'-

5"

ELEVATION ELEVATION

PLAN - NEW RAIL POST ANCHORAGE

1

2TOP OF CURB

‰"

‰"

COVER PLATE

5†x 7†x …

‰"

NEW RAIL SUPPORT

HSS 8x 6x ‰

(TYP)

REPLACEMENT RAIL

HSS 6x 3x ‰

REPLACEMENT RAIL POST

22

2 2

22

1

ELEVATION - NEW RAIL POST AND RAIL REPLACEMENT

1

1

10'-0" LONG HSS 6x 3x ‰ (TYP)

REPLACEMENT RAIL SECTION

SHOWN.

RAIL SECTION AT THE RAIL POST AS

ARE TYPICAL FOR EACH REPLACEMENT

NOTE: DIMENSIONS AND WELDS SHOWN

4'-

6"

(TYP)

2'-0"

RAIL SUPPORT.

OF THE RAIL CONNECTION TO THE

DETERMINING THE PROPER LOCATION

CONTRACTOR IS RESPONSIBLE FOR

CAN BE FIELD OR SHOP WELDED.

NOTE: WELDS ON THE RAIL CONNECTION

MIN.

RAIL IS IN PLACE) (TYP)

(FIELD WELD ONCE REPLACEMENT

SHEET S07 FOR DETAILS.

2'-0" LONG SEE SECTION A ON

ADJUSTABLE RAIL CONNECTION

J.A. ROSE

D.E. RUST

D.E. RUST

S11

DECK OVERLAY & MOT TYPICAL

A.C. THOMAS


...\

S11_

Cair

o_

OV

ER

LA

Y_

MO

T_

TY

PIC

AL.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:44 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

! BRIDGE DECK

22'-6" (DECK WIDTH)



9'-6" 1'-6" 11'-3"3"

TEMPORARY BARRIER

! BRIDGE DECK

22'-6" (DECK WIDTH)



9'-6"1'-6"11'-3" 3"

TEMPORARY BARRIER

MAINTENANCE OF TRAFFIC NOTESOVERLAY NOTES

1.

2.

3.

4.

ADJACENT TO EXISTING DECK DRAINS

TREATMENT AND OVERLAY DETAILS

FOR LIMITS OF EPOXY SLURRY

SEE STD. DWG. BGX-009-04

ADJACENT TO EXISTING DECK DRAINS

TREATMENT AND OVERLAY DETAILS

FOR LIMITS OF EPOXY SLURRY

SEE STD. DWG. BGX-009-04

WITH 1•" LATEX OVERLAY

REPLACE EXISTING OVERLAY

EXISTING 6ƒ" CLASS "AA" CONC. DECK SLAB

WITH 1•" LATEX OVERLAY

REPLACE EXISTING OVERLAY

EXISTING 6ƒ" CLASS "AA" CONC. DECK SLAB



THE SPECIFICATIONS.

LONGITUDINAL CONSTRUCTION JOINTS SHALL COMPLY WITH SECTION 606.03.08 OF

THE CONTRACTOR SHALL PROTECT EXPANSION JOINTS DURING OVERLAY REPLACEMENT.

SEE SHEETS S06-S09 FOR DETAILS OF OVERLAY PLACEMENT AT NEW JOINTS.

METHOD" FOR ADDITIONAL INFORMATION.

CONCRETE OVERLAYS" AND "SPECIAL NOTE FOR USE OF THE HYDRODEMOLITION

SEE "SPECIAL NOTE FOR BRIDGE RESTORATION AND WATERPROOFING WITH

ABUTMENT TO END OF BRIDGE AT KENTUCKY ABUTMENT.

LIMITS OF OVERLAY REPLACEMENT ARE FROM BEGINNING OF BRIDGE AT ILLINOIS

5.

(MOT ZONES 1-3 SHOWING OVERLAY LIMITS)

(MOT ZONES 1-3 SHOWING OVERLAY LIMITS)

INFORMATION.

SEE "SPECIAL NOTE FOR TRAFFIC CONTROL ON BRIDGE REPAIR CONTRACTS" FOR ADDITIONAL3.

PHASED CONSTRUCTION TRAFFIC CONTROL.

SEE SHEETS M01-M19 FOR MAINTENANCE OF TRAFFIC SIGNING PLANS AND SHEETS M20-M33 FOR2.

AND THE 9'-6" MINIMUM LANE WIDTH IS MAINTAINED.

ALTERNATE BARRIER SYSTEMS MAY BE USED PROVIDED THEY MEET MASH TL-2 TESTING CRITERIA

THE MOT TYPICAL SECTION SHOWN UTILIZES ArmorZone PORTABLE WATER FILLED BARRIERS. 1.

CONSTRUCTION JOINT

CONSTRUCTION JOINT

J.A. ROSE

D.E. RUST

D.E. RUST

M01

MOT ZONE 1 SIGNING

MA

TC

HLIN

E S

HE

ET

M02

(SEE SHEETS M20-M21 FOR PHASE A AND SHEETS M22-M23 FOR PHASE B)

MOT ZONE 1 CONSTRUCTION AND TRAFFIC CONTROL

MA

TC

HLIN

E S

HE

ET

M04

J.J. COBURN

L72 L74 L76

KENTUCKY

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

500 ft

(SPAN 11)

365'-1•"

ST

OP

HE

RE O

N

RE

D

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

TAPER

250 ft

100 ft

40 ft

36x36

W20-7

24x36

R10-6


...\

M01_

Cair

o_

MO

T_

ZN1_

BR-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:45 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES

THROUGH TRUSS SIGNING

J.A. ROSE

D.E. RUST

D.E. RUST

M02

MOT ZONE 1 SIGNING

MA

TC

HLIN

E S

HE

ET

M01

MA

TC

HLIN

E S

HE

ET

M03

J.J. COBURN

L32 L34

PIE

R

C

L36 L38 L40 L42 L44 L46 L48 L50 L52 L54 L56 L58 L60 L62 L64 L66 L68 L70

PIE

R

D

PIE

R

E

(SPAN 11)

365'-1•"

Pier

E

OHIO

RIV

ER

RO

AD

WO

RK

EN

D

500 ft

500 F

T

ONE L

ANE

BRID

GE

MP

H

30

250 ft250 ft250 ft

1000 F

T

ONE L

ANE

BRID

GE

MP

H

30

500 ft 500 ft

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

ARE NOT IN USE

WHEN FLAGGERS

COVER SIGN

(SPAN 9)

650'-0"

(SPAN 10)

650'-0"

(SPAN 8)

800'-0"

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

Pier

D

Pier

C

24x24

W13-1P

24x24

W13-1P

36x36

W20-7

36x18

G20-2

36x36

W3-3

36x36

W5-3

36x36

W5-3


...\

M02_

Cair

o_

MO

T_

ZN1_

BR-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:46

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


J.A. ROSE

D.E. RUST

D.E. RUST

M03

MOT ZONE 1 SIGNING

MA

TC

HLIN

E S

HE

ET

M02

MA

TC

HLIN

E

J.J. COBURN

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPANS 1-6)

570'-6‚"

L0 L2 L4 L6 L8 L10 L12 L14 L16 L18 L20 L22 L24 L26 L28 L30

ILLINOIS

PIE

R

A

PIE

R

B

OHIO

RIV

ER

KENTUCKY

TO WICKLIFFE

AR

E

NO

T IN

US

E

CO

VE

R

SIG

N

WH

EN

SIG

NA

LS

WO

RK

1500 F

T

RO

AD

WO

RK

AHE

AD

RO

AD

MP

H

30

500 ft 500 ft

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

Pier

B

Pier

A

PIE

R I-1

PIE

R I-2

PIE

R I-3

PIE

R I-4

PIE

R I-4

36x36

W20-1

24x24

W13-1P

36x36

W20-1

36x18

G20-2


...\

M03_

Cair

o_

MO

T_

ZN1_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:46

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


J.A. ROSE

D.E. RUST

D.E. RUST

M04

MOT ZONE 1 SIGNING

MATCHLI

NE SHEET

M05



MA

TC

HLIN

E S

HE

ET

M01

WHEN IN USE

FLAGGER

J.J. COBURN

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-14

Pier

K-15

Pier

K-16

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"

(DEVELOPED LENGTH)827'-11" (SPAN 21 -

32)

KENTUCKYTO WICKLIFFE

AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

ONE LA

NE

BRID

GE

250 ft

13 - 19)

(SPANS1274'-0

"

E. CAIRO-HOLLOWAY RD.

36x36W5-3


...\

M04_

Cair

o_

MO

T_

ZN1_

BR-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:47 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES

KENTUCKY APPROACH SIGNING

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

50'

J.A. ROSE

D.E. RUST

D.E. RUST

M05

MOT ZONE 1 SIGNING

MA

TC

HLIN

E S

HE

ET

M04

MA

TC

HLIN

E S

HE

ET

M06

50'

SIGNAL HEAD

SHOULDER MOUNTED

J.J. COBURN

500 F

T

ONE L

ANE

BRID

GE

MP

H

30

ST

OP

HE

RE O

N

RE

D

250 ft 500 ft250 ft

ARE NOT IN USE

COVER SIGN WHEN SIGNALSARE NOT IN USE

COVER SIGN WHEN FLAGGERS

250 ft 250 ft

ARE NOT IN USE

COVER SIGN WHEN SIGNALS

A WIDTH OF 24"

STOP BAR SHALL HAVE TEMPORARY PAVEMENT MARKING

24x24

W13-1P

36x36

W5-3

36x36

W3-3

36x36

W20-7

24x36

R10-6


...\

M05_

Cair

o_

MO

T_

ZN1_

KY-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:48 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


J.A. ROSE

D.E. RUST

D.E. RUST

M06

MOT ZONE 1 SIGNING

MA

TC

HLIN

E S

HE

ET

M05

J.J. COBURN

WO

RK

1500 F

T

RO

AD

WO

RK

AHE

AD

RO

AD

1000 F

T

ONE L

ANE

BRID

GE

MP

H

30

MP

H

30

RO

AD W

OR

K

END

500 ft

NARR

OW B

RID

GE

9'-6"

250 ft250 ft

TEMPORARY PAVEMENT MARKING

NO

PASSIN

G

ZO

NE

250 ft250 ft

ZONE 3 CONSTRUCTION

FOR MOT ZONE 2 AND MOT

LEAVE THIS SIGN IN PLACE

36x36

W20-1

60x30

24x24

W13-1P

24x24

W13-1P

36x36

W20-1

36x18

G20-2

48x48x36

W14-3

36x36

W5-3


...\

M06_

Cair

o_

MO

T_

ZN1_

KY-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:49 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST

M07

MOT ZONE 2 SIGNING



MA

TC

HLIN

E S

HE

ET

M08

J.J. COBURN

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

KENTUCKY

TO WICKLIFFE

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

OHIO

RIV

ER

Pier

B

Pier

A

PIE

R I-1

PIE

R I-2

PIE

R I-3

PIE

R I-4

PIE

R I-4

TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

ST

OP

HE

RE O

N

RE

D

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

50 ft

BUFFER

36x18

G20-2

24x36

R10-6


...\

M07_

Cair

o_

MO

T_

ZN2_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:50

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES

ILLINOIS APPROACH SIGNING

J.A. ROSE

D.E. RUST

D.E. RUST

M08

MOT ZONE 2 SIGNING

MATCHLINE SHEET M07M

AT

CH

LIN

E S

HE

ET

M09

MA

TC

HLIN

E S

HE

ET

M10

J.J. COBURN

18x24

W16-6pL

PIER I-5

PIER I-4

IL

LIN

OIS

TO

CAIR

O

ABUTMENT

ILLINOIS

500 F

T

ONE LA

NE

BRID

GE

MP

H

30

250 ft

250 ft

250 ftRO

AD W

ORK

END

250 ft

250 ft

500 ft

51 OUTH

S

KE

NT

UC

KY

TO

WIC

KLIFF

E

ARE NOT IN USE


ARE NOT IN USE


ARE NOT IN USE

COVER SIGN WHEN FLAGGERS(SP

AN

S 1-

6)

570'-

6‚

"

PIER I-4

PIER I-4

PIER I-5

ABUTMENT

ILLINOIS

24x24

W13-1P

24x24

M1-4

24x12

M3-3

36x18

G20-2

36x36

W20-7

36x36

W20-7

36x36

W3-3

36x36

W5-3


...\

M08_

Cair

o_

MO

T_

ZN2_IL-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:51

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M09

MOT ZONE 2 SIGNING

MA

TC

HLIN

E S

HE

ET

M08

J.J. COBURN

18x24W16-6pL

WO

RK

AHE

AD

RO

AD

1000 F

T

ONE LA

NE

BRID

GE

WO

RK

1500 F

T

RO

AD

MP

H

30

MP

H

30

500 ft

500 ft

NARR

OW B

RID

GE

9'-6"

250 ft

250 ft

51

OUTH

S

51

OUTH

S24x24W13-1P

24x24W13-1P

36x36W20-1

36x36W20-1

60x30

24x24

M1-4

24x24

M1-4

24x12

M3-3

24x12

M3-3

36x36W5-3


...\

M09_

Cair

o_

MO

T_

ZN2_IL-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:52 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M10

MOT ZONE 2 SIGNING

MA

TC

HLIN

E S

HE

ET

M08

MA

TC

HLIN

E S

HE

ET

M11

J.J. COBURN

18x24W16-6p

R

RO

AD W

ORK

END

250 ft

500 F

T

ONE L

ANE

BRID

GE

MP

H

30

500 ft

1000 F

T

ONE L

ANE

BRID

GE

500 ft

WO

RK

1500 F

T

RO

AD

MP

H

30

250 ft

ARE NOT IN USE


51

OUTH

S MP

H

3051

OUTH

S

250 ft

24x24

W13-1P24x24

W13-1P24x24

W13-1P

36x36

W20-1

24x24

M1-424x24

M1-4

24x12

M3-3

24x12

M3-3

36x18

G20-2

36x36

W3-3

36x36

W5-3

36x36

W5-3


...\

M10

_Cair

o_

MO

T_

ZN2_IL-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:53 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M11

MOT ZONE 2 SIGNING

MA

TC

HLIN

E S

HE

ET

M10

J.J. COBURN

18x24

W16-6pR

WO

RK

AHE

AD

RO

AD

NARR

OW B

RID

GE

9'-6"

51

OUTH

S

250 ft250 ft

36x36

W20-160x30

24x24

M1-4

24x12

M3-3


...\

M11_

Cair

o_

MO

T_

ZN2_IL-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:54 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST

M12

MOT ZONE 2 SIGNING

AND TRAFFIC CONTROL

MOT ZONE 2 CONSTRUCTION

M27-M29 FOR PHASE B)

PHASE A AND SHEETS

(SEE SHEETS M24-M26 FOR

MA

TC

HLIN

E S

HE

ET

M13

J.J. COBURN

L72 L74 L76

KENTUCKY

(SPAN 11)

365'-1•"

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

250 ft 250 ft 250 ft 500 ft

MP

H

30

500 F

T

ON

E L

AN

E

BRID

GE

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

ARE NOT IN USE

WHEN FLAGGERS

COVER SIGNS

TO

PH

ER

E

ON

RE

D

WHEN IN USE

FLAGGER

RO

AD W

OR

K

END

A WIDTH OF 24"

STOP BAR SHALL HAVE

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

50 ft

BUFFER TAPER

100 ft

40 ft

24x24

W13-1P

24x36

R10-6

36x36

W20-7

36x36

W3-3

36x36

W5-3

36x18

G20-2


...\

M12

_Cair

o_

MO

T_

ZN2_

BR-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:54 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MATCHLI

NE J.A. ROSE

D.E. RUST

D.E. RUST

M13

MOT ZONE 2 SIGNING

MA

TC

HLIN

E S

HE

ET

M12

J.J. COBURN

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-14

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

500 ft

500 ft

WORK

AHEAD

RO

AD

MP

H30

WO

RK

1500 F

T

RO

AD

MP

H30

1000 F

T

ONE L

ANE

BRID

GE

500 ft

13 - 19)

(SPANS1274'-0

"

24x24W13-1P

24x24W13-1P

36x36

W20-1

36x36W20-1

36x36W5-3


...\

M13

_Cair

o_

MO

T_

ZN2_

BR-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:55 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MATCHLINE

J.A. ROSE

D.E. RUST

D.E. RUST

M14

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M15

MA

TC

HLIN

E S

HE

ET

M16

TR

AFFIC

CO

NT

RO

L

CO

NS

TR

UC

TIO

N

AN

D

MO

T

ZO

NE 3

PH

AS

E

B)

SH

EE

TS

M32-

M33 F

OR

FO

R

PH

AS

E

A

AN

D

(SE

E S

HE

ET

S

M30-

M31

J.J. COBURN

18x24

W16-6pL

PIER I-5

PIER I-4

IL

LIN

OIS

TO

CAIR

O

ABUTMENT

ILLINOIS

500 F

T

ONE LA

NE

BRID

GE

MP

H

30

250 ft

250 ft

RO

AD W

ORK

END

STOPHERE ON

RED

250 ft

250 ft

500 ft

51 OUTH

S

KE

NT

UC

KY

TO

WIC

KLIFF

E

ARE NOT IN USE


ARE NOT IN USE


WHEN IN USE

FLAGGER

ARE NOT IN USE


ARE NOT IN USE


(SP

AN

S 1-

6)

570'-

6‚

"

50'

TA

PE

R

A WIDTH OF 24"

STOP BAR SHALL HAVE

PIER I-4

PIER I-5

ABUTMENT

ILLINOIS

25'

BU

FF

ER

50 ft

200 ft

INTE

RSE

CTIO

N

DO N

OT

BLO

CK

24x36

R10-6

36x36

W20-7

36x18

G20-2

36x36

W20-7

36x36

W3-3

36x36

W5-3

24x12

M3-3

24x24

M1-4

24x24

W13-1P

24x30

R10-7


...\

M14

_Cair

o_

MO

T_

ZN3_IL-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:56

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M15

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M14

J.J. COBURN

18x24W16-6pL

WO

RK

AHE

AD

RO

AD

1000 F

T

ONE LA

NE

BRID

GE

WO

RK

1500 F

T

RO

AD

MP

H

30

MP

H

30

500 ft

500 ft

NARR

OW B

RID

GE

9'-6"

250 ft

250 ft

51

OUTH

S

51

OUTH

S

60x30

24x24W13-1P

36x36W20-1

24x24W13-1P 24x12

M3-3

24x24

M1-4

36x36W5-3

24x12

M3-3

24x24

M1-4

36x36W20-1


...\

M15

_Cair

o_

MO

T_

ZN3_IL-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:57 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M16

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M14

MA

TC

HLIN

E S

HE

ET

M17

J.J. COBURN

18x24W16-6p

R

RO

AD W

ORK

END

250 ft

500 F

T

ONE L

ANE

BRID

GE

MP

H

30

500 ft

1000 F

T

ONE L

ANE

BRID

GE

500 ft

WO

RK

1500 F

T

RO

AD

MP

H

30

250 ft

ARE NOT IN USE


51

OUTH

S MP

H

3051

OUTH

S

250 ft

36x36

W3-3

36x36

W5-3

24x12

M3-3

24x24

M1-4

24x24

W13-1P

36x36

W5-3

24x12

M3-3

24x24

M1-4

24x24

W13-1P

36x36

W20-1

24x24

W13-1P

36x18

G20-2


...\

M16

_Cair

o_

MO

T_

ZN3_IL-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:58 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST

M17

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M16

J.J. COBURN

18x24

W16-6pR

WO

RK

AHE

AD

RO

AD

NARR

OW B

RID

GE

9'-6"

51

OUTH

S

250 ft250 ft

60x30

24x12

M3-3

24x24

M1-4

36x36

W20-1


...\

M17

_Cair

o_

MO

T_

ZN3_IL-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:27:59 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST

M18

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M19


AND SHEETS M32-M33 FOR PHASE B)

(SEE SHEETS M30-M31 FOR PHASE A

J.J. COBURN

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

OHIO

RIV

ER

KENTUCKY

TO WICKLIFFE

AR

E

NO

T IN

US

E

CO

VE

R

SIG

N

WH

EN

SIG

NA

LS

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

PIE

R I-4

50 ft

BUFFER TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

250 ft

ST

OP

HE

RE

ON

RE

D

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

RO

AD W

OR

K

END

250 ft

ARE NOT IN USE

WHEN FLAGGERS

COVER SIGN

ARE NOT IN USE

WHEN SIGNALS

COVER SIGN

250 ft

500 F

T

ON

E L

AN

E

BRID

GE

MP

H

30

500 ft

36x18

G20-2

24x36

R10-6

36x36

W20-7

36x36

W3-336x36

W5-3

24x24

W13-1P

36x18

G20-2


...\

M18

_Cair

o_

MO

T_

ZN3_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:00

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST

M19

MOT ZONE 3 SIGNING

MA

TC

HLIN

E S

HE

ET

M18

J.J. COBURN

L32 L34

PIE

R

C


PIE

R

D

PIE

R

E

(SPAN 11)

365'-1•"

Pier

E

OHIO

RIV

ER

WO

RK

1500 F

T

RO

AD

WO

RK

AH

EA

D

RO

AD

1000 F

T

ON

E L

AN

E

BRID

GE

MP

H

30

MP

H

30

500 ft 500 ft

(SPAN 9)

650'-0"

(SPAN 10)

650'-0"

(SPAN 8)

800'-0"

500 ft

36x36

W5-324x24

W13-1P

24x24

W13-1P

36x36

W20-1

36x36

W20-1


...\

M19

_Cair

o_

MO

T_

ZN3_

BR-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:01

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M20

PHASE A TRAFFIC


PHASE A TRAFFIC

L72 L74 L76

KENTUCKY

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

(SPAN 11)

365'-1•"

A WIDTH OF 24"

STOP BAR SHALL HAVE

TAPER

100 ft

40 ft

SEE SHEETS M01-M03

FOR SIGNING

OVER THE ROADWAY

SIGNAL HEAD MOUNTED

MA

TC

HLIN

E S

HE

ET

M21

100 ft

CHANNELIZING

DEVICES

END TREATMENTEND TREATMENT

779 ft TL-2 WATER FILLED BARRIER 751 ft TL-2 WATER FILLED BARRIER


...\

M20_

Cair

o_

MO

TP

H1A

_B

R-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:02 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN

PLANS UNLESS OTHERWISE APPROVED BY THE ENGINEER.

CHANNELIZING DEVICES SHALL ONLY BE USED AT LOCATIONS SHOWN IN THESE4.

ADDITIONAL DETAILS.

SEE STD. DWG. TTC-110, RBE-100, RBM-115, AND RBM-120 FOR NOTES AND3.

FOR ADDITIONAL INFORMATION.

SEE "SPECIAL NOTE FOR TRAFFIC CONTROL ON BRIDGE REPAIR CONTRACTS"2.

MOT TYPICAL SECTION IS SHOWN ON SHEET S11.1.

NOTES:

Po

wer In

Roads v8.11.9.397

Fe

bruary

11, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M20_

CAIR

O_

MO

TP

H1A

_B

R-03.

DG

NFIL

E

NA

ME:

TYPE III BARRICADE

WHEN IN USEFLAGGER

(PAY ITEM: WATER-FILLED BARRIERS) (PAY ITEM: WATER-FILLED BARRIERS)

ZONE 1 PHASE A CONSTRUCTION AND TRAFFIC CONTROL

MA

TC

HLIN

E

MATCHLI

NE J.A. ROSE

D.E. RUST

D.E. RUST

M21


MA

TC

HLIN

E

MATCHLI

NE

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE A TRAFFIC

PHASE ATRAFFIC


13 - 19)

(SPANS1274'-0

"


MA

TC

HLIN

E

MATCHLI

NE

MATCHLI

NE

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE A TRAFFIC

PHASE ATRAFFIC


13 - 19)

(SPANS1274'-0

"


P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-14

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE A TRAFFIC

PHASE ATRAFFIC


13 - 19)

(SPANS1274'-0

"


100 ft

CHANNELIZING

DEVICES751 ft TL-2 WATER FILLED BARRIER

115 ft

TAPER

MA

TC

HLIN

E S

HE

ET

M20

END TREATMENT

END TREATMENT

SEE S

HEETS

M04-

M06

AN

D SIG

NAL

FO

R SIG

NIN

G

736 ft TL-2 WATER FILLED BARRIER


...\

M21_

Cair

o_

MO

TP

H1A

_B

R-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:03 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288



ADDITIONAL DETAILS.





NOTES:

J.J. COBURN

TYPE III BARRICADE

(PAY ITEM: WATER-FILLED BARRIERS)

(PAY ITEM: WATER-FILLED BARRIERS)

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M21_

CAIR

O_

MO

TP

H1A

_B

R-04.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M22

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST

PHASE B TRAFFIC


PHASE B TRAFFIC

L72 L74 L76

KENTUCKY

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

(SPAN 11)

365'-1•"

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

TAPER

100 ft

40 ft

SEE SHEETS M01-M03

FOR SIGNING

100 ft

CHANNELIZING

DEVICES

END TREATMENT

779 ft TL-2 WATER FILLED BARRIER 751 ft TL-2 WATER FILLED BARRIER

MA

TC

HLIN

E S

HE

ET

M23

END TREATMENT

(PAY ITEM: RELOCATE WATER-FILLED BARRIERS) (PAY ITEM: RELOCATE WATER-FILLED BARRIERS)


...\

M22_

Cair

o_

MO

TP

H1B

_B

R-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:04 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN

Po

wer In

Roads v8.11.9.397

January

24, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M22_

CAIR

O_

MO

TP

H1B

_B

R-03.

DG

NFIL

E

NA

ME:



ADDITIONAL DETAILS.





NOTES:

TYPE III BARRICADE

LANE MOUNTED SIGNAL

ZONE 1 PHASE B CONSTRUCTION AND TRAFFIC CONTROL

MA

TC

HLIN

E

MATCHLI

NE J.A. ROSE

D.E. RUST

D.E. RUST


M23

MA

TC

HLIN

E

MATCHLI

NE J.A. ROSE

D.E. RUST

D.E. RUST

MA

TC

HLIN

E

MATCHLI

NE

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE A TRAFFIC


13 - 19)

(SPANS1274'-0

"


MA

TC

HLIN

E

MATCHLI

NE

MATCHLI

NE

P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE A TRAFFIC


13 - 19)

(SPANS1274'-0

"


P.T.

P.C.

KY ABUT

Pier

K-8

Pier

K-9

Pier

K-10

Pier

K-11

Pier

K-12

Pier

K-13

Pier

K-14

Pier

K-15

Pier

K-16

Pier

K-17

Pier

K-18

Pier

K-19

Pier

K-20

PIE

R

K-8

PIE

R

K-9

(SPAN 20)181'-0"


32)


AB

UT

ME

NT

KE

NT

UC

KY

PIE

R

K-10

PIE

R

K-11

PIE

R

K-12

PIE

R

K-13

PIE

R

K-14

PIE

R

K-15

PIE

R

K-16

PIE

R

K-17

PIE

R

K-18

PIE

R

K-19

PIE

R

K-20

PHASE B TRAFFIC

PHASE BTRAFFIC

13 - 19)

(SPANS1274'-0

"


100 ft

CHANNELIZING

DEVICES751 ft TL-2 WATER FILLED BARRIER

115 ft

TAPER

END TREATMENT

END TREATMENT

SEE S

HEETS

M04-

M06

AN

D SIG

NAL

FO

R SIG

NIN

G


MA

TC

HLIN

E S

HE

ET

M22



...\

M23_

Cair

o_

MO

TP

H1B

_B

R-04.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:05 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN



ADDITIONAL DETAILS.





NOTES:

TYPE III BARRICADE

WATER-FILLED BARRIERS)(PAY ITEM: RELOCATE

(PAY ITEM: RELOCATE WATER-FILLED BARRIERS)

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M23_

CAIR

O_

MO

TP

H1B

_B

R-04.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M24

PHASE A TRAFFIC PHASE A TRAFFIC

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

ILLINOIS

TO CAIRO

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

OHIO

RIV

ER

Pier

B

Pier

A

PIE

R I-1

PIE

R I-2

PIE

R I-3

PIE

R I-4

TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

50 ft

BUFFER

OVER THE ROADWAY

SIGNAL HEAD MOUNTED

END TREATMENT

100 ft

CHANNELIZING

DEVICES

END TREATMENT

SEE SHEETS M07-M11 FOR SIGNING

MA

TC

HLIN

E S

HE

ET

M25






...\

M24_

Cair

o_

MO

TP

H2

A_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:06

PM

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN



ADDITIONAL DETAILS.





NOTES:

T.M.A.

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M24_

CAIR

O_

MO

TP

H2

A_

BR-01.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


J.A. ROSE

D.E. RUST

D.E. RUST


M25

PHASE A CONSTRUCTION PHASE A CONSTRUCTION

PHASE A TRAFFICPHASE A TRAFFIC

L32 L34

PIE

R

C


PIE

R

D

PIE

R

EPier

E

(SPAN 9)

650'-0"

(SPAN 10)

650'-0"

(SPAN 8)

800'-0"

(SPAN 11)

365'-1•"

OHIO

RIV

ER

Pier

D

Pier

C

END TREATMENT

FILLED BARRIER

609 ft TL-2 WATER

WATER-FILLED BARRIERS)

(PAY ITEM: RELOCATE

MA

TC

HLIN

E S

HE

ET

M24

MA

TC

HLIN

E S

HE

ET

M26CHANNELIZING

DEVICES

60 ft 100 ft

CHANNELIZING

DEVICES

END TREATMENT


595 ft TL-2 WATER FILLED BARRIER 340 ft TL-2 WATER FILLED BARRIER FILLED BARRIER

404 ft TL-2 WATER

FILLED BARRIERS)

(PAY ITEM: WATER-


...\

M25_

Cair

o_

MO

TP

H2

A_

BR-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:07 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN



ADDITIONAL DETAILS.





NOTES:

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M25_

CAIR

O_

MO

TP

H2

A_

BR-02.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M26

PHASE A TRAFFIC

MA

TC

HLIN

E S

HE

ET

M25

L72 L74 L76

KENTUCKY

(SPAN 11)

365'-1•"

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

50 ft

BUFFER TAPER

100 ft

40 ft

FILLED BARRIER

404 ft TL-2 WATER

FILLED BARRIERS)

(PAY ITEM: WATER-



END TREATMENT


...\

M26_

Cair

o_

MO

TP

H2

A_

BR-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:08 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

J.J. COBURN

LANE MOUNTED SIGNAL



ADDITIONAL DETAILS.





NOTES:

T.M.A.

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M26_

CAIR

O_

MO

TP

H2

A_

BR-03.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M27

MA

TC

HLIN

E

PHASE B TRAFFIC PHASE B TRAFFIC

PIE

R I-4

PIE

R I-3

PIE

R I-2

PIE

R I-1

ILLINOIS

TO CAIRO

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

OHIO

RIV

ER

Pier

B

Pier

A

PIE

R I-1

PIE

R I-2

PIE

R I-3

PIE

R I-4

TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

50 ft

BUFFER

END TREATMENT

100 ft

CHANNELIZING

DEVICES

END TREATMENT

SEE SHEETS M07-M11 FOR SIGNING 722 ft TL-2 WATER FILLED BARRIER




MA

TC

HLIN

E S

HE

ET

M28


...\

M27_

Cair

o_

MO

TP

H2

B_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:09 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

January

24, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M27_

CAIR

O_

MO

TP

H2

B_

BR-01.

DG

NFIL

E

NA

ME:



ADDITIONAL DETAILS.





NOTES:

T.M.A.

LANE MOUNTED SIGNAL

J.J. COBURN


MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M28

PHASE B TRAFFICPHASE B TRAFFIC

L32 L34

PIE

R

C


PIE

R

D

PIE

R

EPier

E

(SPAN 9)

650'-0"

(SPAN 10)

650'-0"

(SPAN 8)

800'-0"

(SPAN 11)

365'-1•"

OHIO

RIV

ER

Pier

D

Pier

C

END TREATMENT

FILLED BARRIER

609 ft TL-2 WATER


(PAY ITEM: RELOCATE

CHANNELIZING

DEVICES

60 ft 100 ft

CHANNELIZING

DEVICES

END TREATMENT



MA

TC

HLIN

E S

HE

ET

M27

MA

TC

HLIN

E S

HE

ET

M29


PHASE B CONSTRUCTIONPHASE B CONSTRUCTION

J.J. COBURN



ADDITIONAL DETAILS.





NOTES:


...\

M28_

Cair

o_

MO

TP

H2

B_

BR-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:10

PM

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:

DETAIL TITLES


MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M29

MA

TC

HLIN

E

PHASE B TRAFFIC

L72 L74 L76

KENTUCKY

(SPAN 11)

365'-1•"

Pier

F

Pier

K-1

Pier

K-2

Pier

K-3

Pier

K-4

Pier

K-5

Pier

K-6

Pier

K-7

PIE

R

F

PIE

R

K-1

(SPAN 12)

182'-6"

PIE

R

K-2

PIE

R

K-3

PIE

R

K-4

PIE

R

K-5

PIE

R

K-6

PIE

R

K-7

(SPAN 13 - 19)

1274'-0"

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE

50 ft

BUFFER TAPER

100 ft

40 ft


END TREATMENT


FILLED BARRIER

744 ft TL-2 WATER


(PAY ITEM: RELOCATE

OVER THE ROADWAY

SIGNAL HEAD MOUNTED

MA

TC

HLIN

E S

HE

ET

M28

J.J. COBURN


...\

M29_

Cair

o_

MO

TP

H2

B_

BR-03.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:11 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

January

24, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M29_

CAIR

O_

MO

TP

H2

B_

BR-03.

DG

NFIL

E

NA

ME:



ADDITIONAL DETAILS.





NOTES:

T.M.A.


MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M30

MATCHLINE SHEET M31

PIER I-5

PIER I-4

IL

LIN

OIS

TO

CAIR

O

ABUTMENT

ILLINOIS

KE

NT

UC

KY

TO

WIC

KLIFF

E

WHEN IN USE

FLAGGER

(SP

AN

S 1-

6)

570'-

6‚

"

50'

TA

PE

R

40'

A WIDTH OF 24"

STOP BAR SHALL HAVE

PIER I-4

PIER I-5

ABUTMENT

ILLINOIS

25'

BU

FF

ER

PH

AS

E

A

TR

AFFIC



SEE SHEETS M14, M16, & M17 FOR SIGNING

FIL

LE

D

BA

RRIE

R

645 ft

TL-2

WA

TE

R

BA

RRIE

RS)

WA

TE

R-FIL

LE

D

(PA

Y IT

EM: R

EL

OC

AT

E

SHOULDER MOUNTED SIGNAL

J.J. COBURN


...\

M30_

Cair

o_

MO

TP

H3

A_IL-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:12 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288



ADDITIONAL DETAILS.





NOTES:

TYPE III BARRICADE

END TREATMENT

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M30_

CAIR

O_

MO

TP

H3

A_IL-02.

DG

NFIL

E

NA

ME:

January

24, 2020

DA

TE P

LO

TT

ED:

josh-c

US

ER:


MA

TC

HLIN

E

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

OHIO

RIV

ER

KENTUCKY

TO WICKLIFFE

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

50 ft

BUFFER TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE




M31

D.E. RUST J.A. ROSE

D.E. RUST

END TREATMENT

PHASE A TRAFFIC


J.J. COBURN

MA

TC

HLIN

E S

HE

ET

M30

TYPE III BARRICADE

LANE MOUNTED SIGNAL




ADDITIONAL DETAILS.





NOTES:


...\

M31_

Cair

o_

MO

TP

H3

A_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:13 P

M

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

CAIR

O_S

FB

OR

DE

R.

DG

NFIL

E

NA

ME:

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288Po

wer In

Roads v8.11.9.397

Se

pte

mber 18, 2012

DA

TE P

LO

TT

ED:

jeff-r

US

ER:


MA

TC

HLIN

E

MATCHLINEM

AT

CH

LIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M32

MA

TC

HLIN

E

MA

TC

HLIN

E

PIER I-5

PIER I-4

IL

LIN

OIS

TO

CAIR

O

ABUTMENT

ILLINOIS

KE

NT

UC

KY

TO

WIC

KLIFF

E

WHEN IN USE

FLAGGER

(SP

AN

S 1-

6)

570'-

6‚

"

50'

TA

PE

R

40'

A WIDTH OF 24"

STOP BAR SHALL HAVE

PIER I-4

PIER I-5

ABUTMENT

ILLINOIS

25'

BU

FF

ER

PH

AS

E

B

TR

AFFIC


SEE SHEETS M14, M16, & M17 FOR SIGNING

FIL

LE

D

BA

RRIE

R

645 ft

TL-2

WA

TE

R

BA

RRIE

RS)

WA

TE

R-FIL

LE

D

(PA

Y IT

EM: R

EL

OC

AT

E

SHOULDER MOUNTED SIGNAL

MATCHLINE SHEET M33


J.J. COBURN


...\

M32_

Cair

o_

MO

TP

H3

B_IL-02.dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:14 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288



ADDITIONAL DETAILS.





NOTES:

TYPE III BARRICADE

END TREATMENT

Po

wer In

Roads v8.11.9.397

January

24, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M32_

CAIR

O_

MO

TP

H3

B_IL-02.

DG

NFIL

E

NA

ME:

ZONE 3 PHASE B CONSTRUCTION AND TRAFFIC CONTROLZONE 3 PHASE B CONSTRUCTION AND TRAFFIC CONTROL

MA

TC

HLIN

E

MA

TC

HLIN

E

J.A. ROSE

D.E. RUST

D.E. RUST


M33

MA

TC

HLIN

E

PIE

R I-3

PIE

R I-2

PIE

R I-1

(SPANS 1-6)

570'-6‚"


ILLINOIS

PIE

R

A

PIE

R

B

OHIO

RIV

ER

KENTUCKY

TO WICKLIFFE

(SPAN 7)

365'-0"

(SPAN 8)

800'-0"

50 ft

BUFFER TAPER

100 ft

40 ft

WHEN IN USE

FLAGGER

A WIDTH OF 24"

STOP BAR SHALL HAVE




END TREATMENT

PHASE B TRAFFIC


OVER THE ROADWAY

SIGNAL HEAD MOUNTED


...\

M33_

Cair

o_

MO

TP

H3

B_

BR-01.

dgn

2/21/

2020

E-S

HE

ET

NA

ME:

DRAWING NO.

SHEET NO.



ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

004B00021N

US 51

2:28:15 P

M

BRIDGE NUMBER

BALLARD

OHIO RIVER

FEBRUARY, 2020

28288

TYPE III BARRICADE



ADDITIONAL DETAILS.





NOTES:

MA

TC

HLIN

E S

HE

ET

M32

J.J. COBURN

Po

wer In

Roads v8.11.9.397

J:\

KD

OT\

OHIO

RIV

ER

BRID

GE IN

SP

EC

TIO

NS 18-19\2. C

AIR

O\

REP

AIR

PL

AN

S\

DG

N\

M33_

CAIR

O_

MO

TP

H3

B_

BR-01.

DG

NFIL

E

NA

ME:

Fe

bruary

12, 2020

DA

TE P

LO

TT

ED:

david-r

US

ER:


Documents

INDEX OF SHEETS TRANSPORTATION CABINET DEPARTMENT … Relat… · BGX-009-04 With Concrete Overlays Bridge Restoration And Waterproofing Construction with current Supplemental Specifications