S1

S2

CONSTRUCTION.

STANDARD SPECIFICATION FOR ROAD AND BRIDGE2012

WITH INTERIMS THROUGH 2010

5TH EDITION AASHTO LFRD DESIGN SPECIFICATIONS

GENERAL NOTES

INDEX OF SHEETS

SPECIAL NOTES

SPECIAL PROVISIONS

SPECIFICATIONS

TRANSPORTATION CABINETDEPARTMENT OF HIGHWAYS

HENDERSON COUNTYUS 41 OVER OHIO RIVER

LAYOUT MAP

S3 EXISTING WINDLOCK

S4

S5

EXISTING WINDLOCK

WINDLOCK REPLACEMENT

S6 BEARING REPLACEMENT PIER S-3

NORTHBOUND BRIDGE 051B00007RREPAIR LATERAL BRACING EXPANSION CONNECTIONS (WINDLOCKS)

TITLE, ELEVATIONS & QUANTITIES

CONTRACTS

SPECIAL NOTE FOR TRAFFIC CONTROL ON BRIDGE REPAIR

BEARINGS

SPECIAL NOTE FOR REMOVE AND REPLACE GIRDER

SOUTHBOUND BRIDGE 051B00007LREPLACE BEARINGS AT PIER S-3

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

A. FARMER M. LAWLER

A. GRACE M. LAWLER

HENDERSON

US 41 OHIO RIVER

TITLE, ELEVATIONS & QUANTITIES

S1

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S1

TIT

LE.

DG

NFIL

E

NA

ME:

L51L50L49L48L46L45L44L43L42L41L40L39L38L37L35L34L33 L36L32

(LC1) (LC2) (LC3) (LC4) (LS0) (LS1) (LS2) (LS3) (LS4) (LS5) (LS4) (LS3) (LS2) (LS1) (LS0A) (LC4A)

L47

(LC3A) (LC2A) (LC1A) (LA0)(LC0)

L31

CANTILEVER ARMSUSPENDED SPANCANTILEVER ARM

BOTH TRUSS LINES

REPAIR LOCATIONS

5

5

EACH

NOT TO SCALE

RIVER

OHIO

- DENOTES TRUSS PIN CONNECTION BETWEEN CANTILEVER ARMS AND SUSPENDED SPAN

HE

ND

ERS

ON

EV

ANS

VIL

LE

NORTHBOUND

SOUTHBOUND

SPAN 4S SPAN 3S

PIER S-4 PIER S-3 PIER S-2

EXPEXP EXP

FIX

TO HENDERSON TO EVANSVILLE

2

4

EACH

24879EC

2

SB APPROACH AT PIER S-3

NB TRUSS SPAN 38 - L36 (EACH TRUSS LINE)

NB TRUSS SPAN 38 - L46 (EACH TRUSS LINE)

NORTHBOUND TRUSS ELEVATION - SPAN 38

PIER C PIER D

PARENTHESIS BELOW THE TITLES

ORIGINAL PLANS, IF DIFFERENT, IS ALSO INCLUDED IN

INSPECTION MANUAL. THE NOMENCLATURE FROM THE

MATCH THE NOMENCLATURE AS PUBLISHED IN THE BRIDGE

SUBSTRUCTURE UNITS AND SUPERSTRUCTURE COMPONENTS

FOR CLARITY THE NAMING CONVENTION FOR THE SPANS,

NOTE:

TO HENDERSON TO EVANSVILLE

SOUTHBOUND SOUTH APPROACH ELEVATION - SPANS 3S AND 4S

ESTIMATE OF QUANTITIES

24429EC

GIR

DE

R

BE

ARIN

GS

REPL

AC

E

RE

MO

VE

AN

D

02568 02569 02650

STEEL

REP

AIR

MO

BILIZ

TIO

N

DE

MO

BILIZ

ATIO

N

CO

NT

RO

L T

RA

FFIC

MAIN

TAIN

AN

D

BRIDGE TOTAL

BID ITEM CODE

BID ITEM

LOCATION UNIT LS

1

LS

1

LS

1

SPECIFICATIONS

DESIGN LOAD AND METHOD

MATERIALS DESIGN SPECIFICATIONS

MATERIALS

TOUCH-UP PAINTING

WELDING SPECIFICATIONS

HIGH STRENGTH BOLT CONNECTIONS

PLANS OF EXISTING STRUCTURE

MAINTAINING TRAFFIC

DAMAGE TO STRUCTURE

PROHIBITED FIELD WELDING

DIMENSIONS

ON-SITE INSPECTION

GENERAL NOTES

STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES.

SPECIFICATIONS. ALL REFERENCES TO THE AASHTO SPECIFICATIONS ARE TO THE 17TH EDITION OF THE AASHTO

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION INCLUDING ANY CURRENT SUPPLEMENTAL

REFERENCES TO THE SPECIFICATIONS ARE TO THE CURRENT EDITION OF THE KENTUCKY DEPARTMENT OF HIGHWAYS

OF TRUSS MEMBERS AND FALLEN SPANS, SHOULD THE DAMAGE RESULT FROM THE CONTRACTOR’S ACTIONS.

INCLUDING TRUSS MEMBERS, DURING THE REPAIR AND RETROFIT WORK; EVEN TO THE REMOVAL AND REPLACEMENT

THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND EXPENSE FOR ANY AND ALL DAMAGE TO THE STRUCTURE,

REMOVE STEEL

OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE BRIDGE SITE.

ALL EXISTING STEEL THAT IS REMOVED AND NOT REUSED IN THE COMPLETED STRUCTURE SHALL BECOME THE PROPERTY

REPRESENTATIVE, AND THEN ONLY IN THE MANNER AND AT THE LOCATIONS DESIGNATED IN THE AUTHORIZATION.

OF THE BRIDGE WITHOUT THE WRITTEN CONSENT OF THE DIRECTOR, DIVISION OF BRIDGES, OR AN AUTHORIZED

EXCEPT AS SHOWN ON THE PLANS, NO WELDING OF ANY NATURE SHALL BE PERFORMED ON THE LOAD CARRYING MEMBERS

TIGHTENING SHALL BE IN ACCORDANCE WITH SECTION 607.08 OF THE STANDARD SPECIFICATIONS.

OPEN HOLES SHALL BE �" DIAMETER. ALL BOLTED CONNECTIONS ARE DESIGNED AS FRICTION TYPE CONNECTIONS.

UNLESS OTHERWISE PROVIDED ON THE PLANS, ALL NEW BOLTS SHALL BE �" DIAMETER HIGH STRENGTH BOLTS.

INSPECTION HAVING BEEN MADE. ANY CLAIMS RESULTING FROM SITE CONDITIONS WILL NOT BE HONORED BY KYTC.

WORK DESCRIBED HEREIN SHOULD BE INVESTIGATED. SUBMISSION OF A BID WILL BE CONSIDERED EVIDENCE OF THIS

WORK CAN BE EXPEDITIOUSLY PERFORMED AFTER A CONTRACT IS AWARDED. A SUITABLE METHOD OF PERFORMING THE

WORK SITE PRIOR TO SUBMITTING A BID AND SHALL BE THOROUGHLY FAMILIARIZED WITH EXISTING CONDITIONS SO THAT

EACH CONTRACTOR SUBMITTING A BID FOR THIS WORK SHALL MAKE A THOROUGH INSPECTION OF THE BRIDGE AND THE

INCLUDED IN THE PRICE BID FOR APPROPRIATE ITEMS.

CLEANED AND SPOT PAINTED AS DIRECTED BY THE ENGINEER. THE COST OF THIS TOUCH-UP PAINTING IS TO BE

WITH WELD BURNS OR BY OTHER MEANS DURING CONSTRUCTION OR AFTER FINAL PAINTING SHALL BE WIRE BRUSH

ALL AREAS OF NEW OR EXISTING STRUCTURAL STEEL ON WHICH THE PAINT HAS BEEN DAMAGED BY THE CONTRACTOR

GENERAL

AND BURNING NEW OR EXISTING STEEL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE APPROPRIATE ITEMS.

START OF FABRICATIONS AND RETROFIT. THE COST OF WELDING, WELDING MATERIALS, STRAIGHTENING, ALTERING

WILL NOT BE REQUIRED. WELDING PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER AND APPROVED PRIOR TO THE

BRIDGES SHALL SUPERSEDE THE ANSI/AASHTO/AWS SPECIFICATIONS. NONDESTRUCTIVE TESTING BY THE CONTRACTOR (QC)

WELDING CODE. MODIFICATION AND ADDITIONS AS STATED ON THE PLANS AND SPECIAL NOTES FOR WELDING STEEL

ALL WELDING AND WELDING MATERIALS SHALL CONFORM TO JOINT SPECIFICATIONS ANSI/AASHTO/AWS D1.5 BRIDGE

Fy = 36000 PSI FOR ASTM A36

FOR STRUCTURAL STEEL (EXISTING)

Fy = 50000 PSI FOR GRADE 50

FOR STRUCTURAL STEEL (NEW)

SPECIFIED IN THE CURRENT AASHTO SPECIFICATIONS.

ALL STRUCTURAL STEEL MODIFICATIONS ARE DESIGNED BY THE LOAD AND RESISTANCE FACTOR METHOD AS

M293

M291

M164A325

M270 GR 50A709, GR 50

AASHTOASTM

ALL NEW STEEL PLATES, CHANNELS AND ANGLES, IF REQUIRED, SHALL BE BY ASTM A709, GRADE 50.

HARDENED STEEL WASHERS

CARBON AND ALLOY STEEL NUTS

HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL

STRUCTURAL STEEL

FURNISHED.

ASTM OR AASHTO SPECIFICATIONS, CURRENT EDITION, AS DESIGNATED BELOW SHALL GOVERN THE MATERIALS

NOT GUARANTEED AND NO RESPONSIBILITY IS ASSUMED BY KYTC FOR THEIR ACCURACY.

AVAILABLE FROM THE DIVISION OF MAINTENANCE UPON REQUEST. THE COMPLETENESS OF THESE DRAWINGS IS

AS AN AID TO THE CONTRACTOR, A PORTION OF THE ORIGINAL CONTRACT PLANS OF THE EXISTING STRUCTURE IS

REMOVAL OF EXISTING RIVETS

LATERAL BRACING SUPPORT SYSTEM

WINDLOCK COMPONENT REPLACEMENTREPLACEMENT OF THE WINDLOCK COMPONENTS SHALL BE IN-KIND EXCEPT AS NOTED OTHERWISE IN THE PLANS.

RIVET HOLE LOCATIONS

THE BRIDGE. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF THE RIVET LOCATIONS BY FIELD INSPECTION.

RIVET HOLE LOCATIONS SHOWN ON THE PLANS ARE BASED ON THE ORIGINAL CONSTRUCTION CONTRACT PLANS OF

FABRICATION

SHOP. HOLES WHICH ARE TO BE REAMED IN THE FIELD SHALL BE INDICATED ON THE SHOP DRAWINGS.

INDICATE CLEARLY SUB-PUNCHED HOLES WHICH ARE TO BE REAMED AND/OR ASSEMBLED TO A TEMPLATE IN THE

THE CONTRACTOR HAS ACQUIRED AND FABRICATED ALL STRUCTURAL STEEL. THE SHOP DETAIL DRAWINGS SHALL

WITH THE EXCEPTION OF LANE CLOSURES TO VERIFY DIMENSIONS, NO LANE CLOSURES WILL BE PERMITTED UNTIL

PRE-FABRICATION CONFERENCE

MUTUALLY CONVENIENT TO ALL PARTIES CONCERNED.

INSPECTION THEREOF. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO CALL THIS CONFERENCE AT A TIME AND PLACE

TO INSURE THAT AGREEMENT HAS BEEN REACHED REGARDING THE FABRICATION AND CONSTRUCTION PROCEDURES AND THE

PRIOR TO THE START OF FABRICATION, THE CONTRACTOR, THE INSPECTOR AND THE ENGINEER SHALL HAVE A CONFERENCE

CONSTRUCTION PROCEDURE

5.

4.

3.

2.

1.

REMOVE TEMPORARY SUPPORT SYSTEM FOR LATERAL BRACING.

INSTALL NEW 6"x4" STEEL PIN ASSEMBLY.

FLOORBEAM (L36 SUSPENDED SIDE), THROUGH THE EXISTING RIVET HOLES.

ATTACH NEW "EXTERNAL" WINDLOCK ASSEMBLY TO THE BOTTOM CHORD (L36 STUB END) AND THE

8.

7.

6.

LAYOUT DIMENSIONS ARE HORIZONTAL MEASUREMENTS.

PRIOR TO ORDERING MATERIALS OR FABRICATING STEEL. ALL PLAN DIMENSIONS ARE FOR A NORMAL TEMPERATURE OF 60° F.

SHALL VERIFY ALL DIMENSIONS, INCLUDING THICKNESSES AND/OR SIZES OF ALL COMPONENTS, WITH FIELD MEASUREMENTS

MEASUREMENTS, AND DO NOT NECESSARILY REFLECT REVISIONS MADE DURING ORIGINAL CONSTRUCTION. THE CONTRACTOR

DIMENSIONS SHOWN ON THESE PLANS ARE TAKEN FROM ORIGINAL CONSTRUCTION CONTRACT PLANS AND FIELD INSPECTION

ENGINEER. USE OF CUTTING TORCHES WILL NOT BE PERMITTED.

ADJACENT STRUCTURAL STEEL. THIS MAY INCLUDE MECHANICAL REMOVAL OR OTHER METHOD APPROVED BY THE

THE CONTRACTOR WILL BE PERMITTED TO REMOVE RIVETS IN ANY MANNER WHICH DOES NOT DAMAGE

SHALL NOT BE ALLOWED WITHOUT WRITTEN CONSENT OF THE KENTUCKY TRANSPORTATION CABINET.

THE CONTRACTOR SHALL FOLLOW THE GENERAL SEQUENCE OF CONSTRUCTION LISTED BELOW. ALTERNATIVE SEQUENCES

EXISTING RIVET HOLES AND LIMITED FIELD WELDING AS DETAILED.

AND LATERAL BRACING (L35-L36 CANTILEVER SIDE), USING BOLTED CONNECTIONS THROUGH THE

ATTACH NEW "INTERNAL" WINDLOCK ASSEMBLY TO THE BOTTOM CHORD (L35-L36 CANTILEVER SIDE)

LATERAL BRACING MEMBER (L35-L36 CANTILEVER SIDE). REMOVE ALL ANGLES AND PLATES.

COMPONENTS ARE ATTACHED TO THE BOTTOM CHORD (L35-L36 CANTILEVER SIDE) AND THE

REMOVE THE RIVETED CONNECTIONS FOR THE "INTERNAL" WINDLOCK COMPONENTS. THESE

(L36 SUSPENDED SIDE). REMOVE ALL ANGLES, STEEL PLATES AND BRONZE PLATES.

COMPONENTS ARE ATTACHED TO THE BOTTOM CHORD (L36 STUB END) AND THE FLOORBEAM

REMOVE THE RIVETED CONNECTIONS FOR THE "EXTERNAL" WINDLOCK COMPONENTS. THESE

REMOVE THE 6"x4" ROLLED STEEL PIN ASSEMBLY FROM WINDLOCK.

INSTALL TEMPORARY SUPPORT SYSTEM FOR THE LATERAL BRACING MEMBER L35-L36.

CONSTRUCTION PROCEDURE (CONT.)

PAYMENT FOR STEEL REPAIRS

REPLACEMENT OF THE EXPANSION BEARINGS AT PIER S-3 IN THE SOUTH APPROACH OF THE SOUTHOUND BRIDGE.

PANEL POINTS L36 & L46) IN SPAN 38 ALONG BOTH TRUSS LINES OF THE NORTHBOUND BRIDGE, AND FOR THE

THESE PLANS ARE TO BE USED TO REPAIR THE LATERAL BRACING EXPANSION CONNECTIONS (WINDLOCKS AT

PAINTCLEANING AND PAINTING.

RESIDUAL LEAD PAINT MAY STILL BE ON THE BRIDGE.

LEAD PAINT.

TRANSPORTATION CABINET, DEPARTMENT OF HIGHWAYS, WILL NOT CONSIDER ANY CLAIMS BASED ON RESIDUAL

ENVIRONMENTAL REGULATIONS WHEN PERFORMING SURFACE PREPARATION AND OTHER WORK. THE KENTUCKY

THE CONTRACTOR IS ADVISED TO TAKE ALL NECESSARY PROTECTIVE MEASURES INCLUDING WORKER SAFETY AND

CLEANING AND PAINTING SHALL BE INCIDENTAL TO STEEL REPAIRS.

PRIME COAT SHALL BE CLEANED TO SSPC-SP 15 AND FIELD PRIMED IN ACCORDANCE WITH SECTION 607.03.23. THE

AT LOCATIONS WHERE FIELD WELDS ARE PERFORMED, THE WELD AND SURROUNDING AREA OF COMPROMISED SHOP APPLIED

APPLIED IN ACCORDANCE WITH SECTION 607.03.23.

COLLECT GENERATED DEBRIS. ALL OF THE NEW STRUCTURAL STEEL SHALL BE CLEANED AND HAVE THE PRIME COATING

FITTED WITH HEPA FILTERS AT THEIR AIR EXHAUSTS. MAINTAIN AND OPERATE ALL VACUUM SHROUDED POWER TOOLS TO

(COMMERCIAL GRADE POWER TOOL CLEANING). ALL POWER TOOLS SHALL BE EQUIPPED WITH VACUUM SHROUDS AND

PRIME COAT AS SPECIFIED IN ACCORDANCE WITH SECTION 607.03.23. THE LEVEL OF CLEANING SHALL BE TO SSPC-SP 15

ALL FAYING SURFACES OF EXISTING STEEL WHERE NEW STEEL IS TO BE INSTALLED SHALL BE CLEANED AND RECEIVE THE

BRIDGE REPAIR CONTRACTS.

TRAFFIC SHALL BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE SPECIAL NOTE FOR TRAFFIC CONTROL ON

BY A PROFESSIONAL ENGINEER LICENSED IN KENTUCKY.

DRAWINGS FOR APPROVAL PRIOR TO BEGINNING ANY SUPPORT OR REMOVAL OPERATIONS. THE DESIGN MUST BE PERFORMED

THE CONTRACTOR SHALL SUBMIT A SUPPORT PLAN AND TEMPORARY SUPPORT SYSTEM CALCULATIONS AND SHOP

REPAIR OPERATION ARE INCLUDED IN THE SPECIAL NOTE FOR TRAFFIC CONTROL ON BRIDGE REPAIR CONTRACTS.

BRIDGE WILL BE POSTED FOR A REDUCED LIVE LOAD LEVEL. LIMITATIONS ON THE DURATION OF THE SUPPORT AND WINDLOCK

THE SUPPORT SYSTEM MUST BE DESIGNED TO SUPPORT BOTH LIVE LOAD AND DEAD LOAD. DURING SUPPORT OPERATIONS THE

BRACING DURING THE REPAIR OF THE WINDLOCK.

THE UNIT PRICE BID FOR STEEL REPAIRS SHALL INCLUDE ALL COSTS TO SUPPORT THE ENDS OF THE EXISTING LATERAL

COMPONENTS, AND PAINT THE EXISTING AND NEW STEEL IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

NECESSARY TO REMOVE THE EXISTING WINDLOCK COMPONENTS, PREPARE INTERFACE SURFACES, INSTALL NEW WINDLOCK

THE UNIT PRICE FOR STEEL REPAIRS SHALL INCLUDE ALL SUPPLIES, MATERIALS, LABOR, TOOLS AND EQUIPMENT

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

A. FARMER M. LAWLER

C. HUTCHINSON A. FARMER

HENDERSON

US 41 OHIO RIVER

GENERAL NOTES

S2

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S2

GE

NE

RA

L

NO

TES.

DG

NFIL

E

NA

ME:

A

B

B

A

C D E

C D E

PHOTO TAKEN AT L36 (DOWNSTREAM TRUSS)

PHOTO TAKEN AT L36 (DOWNSTREAM TRUSS)

G G

F F

CANTILEVER ARM SUSPENDED SPAN

NOTES:

2. FOR SECTIONS A-A THRU G-G, SEE SHEET S4

AND/OR PANEL POINT L41.

SIMILAR BY OPPOSITE HAND ABOUT ! BRIDGE

(DOWNSTREAM TRUSS). OTHER LOCATIONS

1. DETAILS DEPICT WINDLOCK LOCATION AT L36

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

A. FARMER M. LAWLER

A. FARMER M. LAWLER

HENDERSON

US 41 NB OHIO RIVER

EXISTING WINDLOCK

S3

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S3-S5

WIN

DL

OC

K.

DG

NFIL

E

NA

ME:

WINDLOCK DETAILS FROM ORIGINAL PLANS

WINDLOCK TOP VIEW

WINDLOCK OBLIQUE VIEW

TO

EV

AN

SVIL

LE

TO EVANSVI

LLE

SECTION A-A (NEAR CENTER OF TRUSS PIN)

SECTION B-B (THRU CENTER OF WINDLOCK PIN)

VARIES

4’-7" AT L46 (LSOA)

4’-7�" AT L36 (LS0)

1’-10

"

SECTION C-C

SECTION D-D

SECTION E-E

SECTION G-G

G G

C E

C D E

VARIES

! FLOORBEAM 36

! FLOORBEAM 36

! TRUSS PIN

1’-10

"

! DOWNSTREAM TRUSS

! DOWNSTREAM TRUSS

SHOWING LOWER WINDLOCK CONNECTION PLATES AT L36

A

B

C

D

C ED

G G

C D E B

A

C

CB

A

L36 - S

TU

B

EN

D

BO

TT

OM

CH

OR

D

L35 -

L36

BO

TT

OM

CH

OR

D

D DEE

K

L

J

Q P

Q R

DE

DE

I

DE

DE

J

Q P

Q R

H

DE

K

DE

L36-L37

LATERAL

S

1’-10"

P

P

S

I

F

R

J

K

1’-10"

1’-10"

! WINDLOCK

! WINDLOCK

L36-L37

LATERAL

N

H

L

M E

E

D

K

! PIN

! PIN

2"

2"

L35 -

L36

BO

TT

OM

CH

OR

D

L36 - S

TU

B

EN

D

BO

TT

OM

CH

OR

D

S

L36 - STUB END

BOTTOM CHORD

L35 - L36

BOTTOM CHORD

L35 - L36

BOTTOM CHORD

L36 - STUB END

BOTTOM CHORD

L35-L36

LATERAL

L36 - STUB END

BOTTOM CHORD

G

N

I

F

H

F F

F F

! PIN

L35 -

L36

11�

"

LA

TE

RA

L

Q

L35 -

L36

11�

"

R

A

Q

M

M

LA

TE

RA

L

SECTION F-F

B C

D

I

F

D

D

E

E

A

I

F

H

F

H

G

M

M

! FLOORBEAM 36

VARIES

MEMBERS NOT SHOWN FOR CLARITY

FLANGES AND CONNECTION PLATES FOR TRUSS AND FLOORBEAM

SHOWING UPPER WINDLOCK CONNECTION PLATES AT L36

D

E

D

EP

R

TO REMAIN

�" FILL PLATE

L36 -

L37

GU

SS

ET

LA

TE

RA

L

PL

AT

ES

2’-2�"

1’-6�

"

4�

"

2’-2�"

! WINDLOCK

! WINDLOCK

! WINDLOCK

TO REMAIN

FILL PLATE

EXISTING

PL

AT

E

TO

RE

MAIN

EXIS

TIN

G

FIL

L

! FLOORBEAM 36

TRUSS

! DOWNSTREAM

TRUSS

! DOWNSTREAM

TRUSS

! DOWNSTREAM

LEGEND:

NOTES:

3. EVERY RIVET LOCATION IS NOT SHOWN FOR CLARITY.

RECONSTRUCTION.

MEMBERS THAT ARE TO REMAIN IN SITU OR ARE TO BE REUSED IN WINDLOCK

"IN-KIND" UNLESS NOTED OTHERWISE. LIGHT LINE WORK DENOTES OTHER BRIDGE

2. BOLD LINE WORK DENOTES WINDLOCK COMPONENTS THAT ARE TO BE REPLACED

POINT L41.

LOCATIONS SIMILAR BY OPPOSITE HAND ABOUT ! BRIDGE AND/OR PANEL

1. DETAILS DEPICT WINDLOCK LOCATION AT L36 (DOWNSTREAM TRUSS). OTHER

DENOTES RIVET TO BE REPLACED WITH FIELD PLUG WELD (GRIND SMOOTH)

DENOTES RIVET TO BE REPLACED WITH �" DIAMETER HIGH STRENGTH BOLT

BLUE DENOTES STEEL PIN ASSEMBLY

BRIDGE MEMBERS

GREEN DENOTES "INTERNAL" WINDLOCK COMPONENTS AND CANTILEVER ARM SIDE

RED DENOTES "EXTERNAL" WINDLOCK COMPONENTS AND SUSPENDED SPAN SIDE BRIDGE MEMBERS

L35-L36

LATERAL

R

PLATE TO RE

MAIN

EXIS

TIN

G FIL

L

EVANSVILLE

P

Q

N

J

EVANSVILLE

FILL PLATE TO REMAIN

PL

AT

E

TO

RE

MAIN

EXIS

TIN

G

FIL

L

NOTATIONS:

STEEL PIN COMPONENTS

"EXTERNAL" WINDLOCK COMPONENTS

"INTERNAL" WINDLOCK COMPONENTS

S L �"x4"x4"

R �" UPPER PLATE

Q �" COLLAR PLATE

P �" LOWER PLATE

N L �"x3�"x4"

M L �"x4"x4"

L L �"x4"x6"

K L �"x4"x4"

J L �"x4"x4"

I �" UPPER PLATE

H �" VERTICAL PLATE

G �" FILL PLATE

F �" LOWER PLATE

E 1"x6"x1’-5�" BRONZE PLATE

D 1"x3"x1’-5�" BRONZE PLATE

C �" DIAMETER TOP BOLT

B �"x3" TOP PLATE

A 6"x4" ROLLED STEEL PIN

TO REMAIN

FILL PLATES

EXISTING

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

A. FARMER M. LAWLER

A. FARMER M. LAWLER

HENDERSON

US 41 NB OHIO RIVER

EXISTING WINDLOCK

S4

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S3-S5

WIN

DL

OC

K.

DG

NFIL

E

NA

ME:

! PIN! WINDLOCK

2"

3"

2"

1�"

3"

�

1’-9"

1"

STEEL PIN

THRU SLOT IN

�" x3"x7" PLATE

1�"

AT BOTTOM

DO NOT WELD

! PIN

1�"

1’-9"

�

3"

3"

3"

3"

8 SPACES AT 3�" +/- = 2’-3�"

1’-7�"

6"

1�"

! WINDLOCK

�

�"

4�

"

3"

2"

2"

3"

7�

"

PLATE

COLLAR

�"x10"x12"

! FLOORBEAM 36

! DOWNSTREAM TRUSS

1’-10

"

1’-0�

"

6�

"

3�

"

VARIES

4’-6�"

1

1

�

4�

"

3"

2"

2"

3"

7�

"

PLATE

COLLAR

�"x10"x12"

! FLOORBEAM 36

3"

3"

3"

3"

�

VARIES

INTERNAL UPPER REPLACEMENT ASSEMBLY

! DOWNSTREAM TRUSS

1’-10

"

1’-0�

"

7�

"

2�

"

1�"

4"

6"

! WINDLOCK

2’-8"

3�"

= 1’-5"

5 SPA AT 3�"+

1�"

2�"

1’-11�"

6"

45°+/-

45°+/-

! PIN

2’-3�"

5�"

1’-3�"

6"

11�"

2"

2"

2�"

! LATERAL

1

2�"

2"

2"

! LATERAL

11�"

EXTERNAL UPPER REPLACEMENT ASSEMBLY

EXTERNAL LOWER REPLACEMENT ASSEMBLY

PLATE

�" LOWER

PLATE

�" UPPER

! DOWNSTREAM TRUSS

! WINDLOCK

PLATE

�" LOWER

! FLOORBEAM 36

! PIN

2�"

1�"

4"

4"

5"

5�"

4"

3’-

10�

"

2�

"

2"

7�"

1’-2�"

4�"

6�"

1’-5�"

2�"

�

�

6"

2"

2"

6"

PLATE

�" SIDE

1

2�" = 11’

4 SPA AT

2�" = 11’

4 SPA AT

AND/OR FIELD PLUG WELDS

1 �" DIA HOLES FOR �" DIA BOLTS

1�"

1�"

1�"

3�"= 1’-2"

4 SPA AT

VARIES VARIES 10�"

1�"

1�"

4�

"

1’-0�

"

1’-10

"

7�

"

! DOWNSTREAM TRUSS

PLATE

�" UPPER

PLATES

KEEPER

2"x6"x17�"

6"

2"

2"

6"

! WINDLOCK

PLATES

KEEPER

2"x6"x17�"

AND/OR PANEL POINT L42.

SIMILAR BY OPPOSITE HAND ABOUT ! BRIDGE

(DOWNSTREAM TRUSS). OTHER LOCATIONS

DETAILS DEPICT WINDLOCK LOCATION AT L36

NOTE:

7�"

1’-5�"

2�"

3�"= 1’-2"

4 SPA AT

1�"

VARIES VARIES 10�"

�

! PIN

1"

3�

"

1’-9"

2’-

0�

"

�

8�"

1’-2�"

4�"

1�"

1�"

3�"= 7"

2 SP AT

1’-0�"

10�"

4�"

PLATE

�" SIDE

2�

"

1�"

(2’-10")

L�"x4"x4"(10�")

L�"x4"x4"

(1’-10�")

L�"x4"x4"

2�"

2’-1"

1"

1�"

3�

"+/- = 1’-5"

5 S

PA

CES

AT

1�"

STEEL PIN REPLACEMENT ASSEMBLY

SECTION X-X

1’-10"

1’-6�

"

4�

"

! WINDLOCK

SECTION Y-Y

1’-10"

2"

2"

! WINDLOCK

EXTERNAL SIDE PLATE ASSEMBLY

3�"= 1’-2"

4 SPA AT

3�"= 1’-2"

4 SPA AT

1’-10�"

4"

2�"

2’-0"

PLATE

�" FILL

(1’-9")

L�"x4"x4"

1�"

TO FIT KERF

OF ANGLE

GRIND CORNER

2"

4�

" = 1’-7"

4 S

PA

CES

AT

! FLOORBEAM 36

! FLOORBEAM 36

1�"

1�"

1’-1�

"

5"

2�

"

1�"

Y

Y

Y

Y

2�

"

FILL PLATE

"x12"231�"x

TRUSS

! DOWNSTREAM

TRUSS

! DOWNSTREAM

(1’-9")

L�"x4"x4"

(1’-5�")

L�"x4"x4"

X

X

X

X

YX

YX

YX

YX

(1’-10�")

L�"x4"x4"

PLATES

KEEPER

2"x6"x17�"

PLATE

�" SIDE

(1’-5�")

L�"x4"x4"

PLATES

KEEPER

2"x6"x17�"

PLATES

COLLAR

�"x10"x12"

(2’-10")

L�"x4"x4"

PLATES

�" LOWER

(1’-5�")

L�"x4"x4"

PLATES

�" UPPER

INTERNAL LOWER REPLACEMENT ASSEMBLY

PLATE

�" SIDE

(1’-5�")

L�"x4"x4"

PLATES

KEEPER

2"x6"x17�"

PLATES

COLLAR

�"x10"x12"

PLATES

KEEPER

2"x6"x17�" (1’-5�")

L�"x4"x4"

PLATES

�" LOWER

PLATES

�" UPPER

(1’-10�")

L�"x4"x4"

(1’-5�")

L�"x4"x4"

(1’-5�")

L�"x4"x4"

(1’-5�")

L�"x4"x4"

4�

"

8�

"

8�

"

3�

"

10"

2�"

1’-8�"

3�"

2’-2�"

1’-10

"

5�

"

5�

"

7"

3�

" +

= 1’-4�

"

5 S

PA

CES

AT

3�

"

5"

LEGEND:

BLUE DENOTES STEEL PIN ASSEMBLY

GREEN DENOTES "INTERNAL" WINDLOCK COMPONENTS AND CANTILEVER ARM SIDE BRIDGE MEMBERS

RED DENOTES "EXTERNAL" WINDLOCK COMPONENTS AND SUSPENDED SPAN SIDE BRIDGE MEMBERS

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

A. FARMER M. LAWLER

A. FARMER M. LAWLER

HENDERSON

US 41 NB OHIO RIVER

WINDLOCK REPLACEMENT

S5

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S3-S5

WIN

DL

OC

K.

DG

NFIL

E

NA

ME:

ELASTOMERIC BEARING PAD DETAIL

X X

SIDE VIEW

JA

CK

&

SHI

MS

CUT ANGLES FOR TIGHT FIT.

STIFFENER (EACH SIDE OF GIRDER)

6x6x� TEMPORARY JACKING

TYP

�"‘ BOLTS

AFTER STIFFENER REMOVAL

RE-INSTALL BOLTS IN HOLES

AFTER STIFFENER REMOVAL

RE-INSTALL BOLTS IN HOLES

GIRDER JACKING AND BEARING REMOVAL AT PIER S-3

ELASTOMERIC BEARING REPLACEMENT

! GIRDER

0.18

5"

0.18

5"

SECTION X-X

0.185" 0.185"

ALL SIDES (OPT)

1°30’ MOLD DRAFT

INDICATES TO BE REMOVED

LEGEND

3’-6"

! PIER S-3

3" 3"

1’-7�

"+/-

10"

0.185" 0.185"

TY

P

0.40"T

YP

0.25"

5.3"

TYP

0.125"

SHIMS

METALLIC BONDED

0.12"x14.63"x9.63"

LAYERS & 10-

9-ELASTOMERIC

PLAN

4�" 4�"

! GIRDER

TYP

�"

TYP

1"

1" (TYP)

TYP

�"

2"x14"x19" PL

1" (TYP)

S

2"x9"x14" PL

SEE DETAIL

SIDE RETAINER (TYP),

�

TYP�

TYP

SHIM AS REQUIRED

BRG STIFFENERBRG STIFFENER

3" 3"

STIFFENER

! BEARING

2 23 34

5

NOTE: SIDE RETAINER NOT SHOWN FOR CLARITY.

SIDE RETAINER DETAIL

�"

�"

�"

8"

7�

"

4

5

2 REQUIRED AT EACH BEARING

1

�TYP

ELEVATION

A

A! ANCHOR BOLT ! ANCHOR BOLT

SECTION A-A

10"

15"

1

BRG STIFFENER

4�"

! GIRDER

HENDERSON EVANSVILLE

5�

"(-)

BEVEL TO CLEAR WELDS

1"x3�"x8" PL (EA FACE)

12"

1’-5�

"(+/-)

1"x8"x1’-2" PL5

1"x1"x8" KEEPER PLATE (EACH FACE)4

1"x1"x12" KEEPER PLATE (EACH FACE)3

SEE DETAIL

5.3"x10"x15" ELASTOMERIC BEARING PAD,2

INCLUDING BOLTS AND PLATES.

REMOVE EXPANSION SHOE ASSEMBLY, 1

NOTATIONS:

SPAN 4S

! BRG

PIER CAP

TOP OF

PIER CAP

TOP OFCONCRETE (TYP)

& 1 HEAVY HEX NUT. ANCHOR 9�" INTO

1"‘ H.S. (A325) ANCHOR BOLT w/WASHER

BOLT (TYP)

HOLE FOR ANCHOR

1�"‘x9�" DRILLED

4"

DOWNSTREAM GIRDERS SIMILAR

ELEVATION - UPSTREAM GIRDERS OUTBOARD FACE,

1’-0" 1’-0"

(BY

CO

NT

RA

CT

OR)

FA

LS

EW

OR

K

�TYP

4"

2�" 1�"

1’-6"

�"

�"

�"

�"

�"

HOLES

! 1�"‘

STIFFENER

! BRG

4"

5"

5"

4"

TO THE SPECIFICATIONS.

PLACE ANCHOR BOLTS USING A POLYESTER RESIN ADHESIVE CONFORMING

SEE SPECIAL NOTE FOR ADDITIONAL DETAILS AND REQUIREMENTS.

CONTRACTOR SHALL FIELD VERIFY.

ALL DIMENSIONS SHOWN ARE BASED ON EXISTING PLANS,

NOTES:

E-S

HE

ET

NA

ME:

Micro

Statio

n v8.11.7.443

ITEM NUMBER

DRAWING NO.

SHEET NO.

Commonwealth of Kentucky

DEPARTMENT OF HIGHWAYSCOUNTY AND STATE

ROUTE CROSSING

PREPARED BY

DETAILED BY:

DESIGNED BY:

DATE: CHECKED BY

REVISION DATE

S. KING M. LAWLER

R. YOUNG M. LAWLER

HENDERSON, KY

US 41 SB OHIO RIVER

BEARING REPLACEMENT PIER S-3

S6

27657

11/01/2016

Dece

mber 5, 2016

DA

TE P

LO

TT

ED:

alf

ar

mer

US

ER:

V:\17

85\

AC

TIV

E\17

8564017\

ST

RU

CT

UR

AL\301.

320

&

302.320 -

HE

ND

ER

SO

N

BRID

GES\

DR

AWIN

GS\

FIN

AL

RE

VIS

ED 12-5-16\

S6

BR

G

PS3 S

B.

DG

NFIL

E

NA

ME: