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TRANSCRIPT
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
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ITEM NUMBER
DRAWING NO.
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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
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11/01/2016
Dece
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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
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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
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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
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ITEM NUMBER
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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
A. FARMER M. LAWLER
A. FARMER M. LAWLER
HENDERSON
US 41 NB OHIO RIVER
EXISTING WINDLOCK
S3
27657
11/01/2016
Dece
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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
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Micro
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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
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! 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: