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ROUTE US 41 SOUTHBOUND OVER OHIO RIVER
-
9
PROJECT DESIGN CRITERIA
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
ACCESS CONTROL
FUNCTIONAL CLASSIFICATION
TERRAIN
A.A.D.T.
A.A.D.T.
D.H.V.
TRUCKS
RURAL/URBAN
(2013)
(2017)
(2037) V.P.H.
V.P.D.
V.P.D.
-
DESIGN DATA
TRAFFIC DATA
BRIDGE PLANS
BE USED WITH THESE PLANS.
STANDARD SPECIFICATIONS DATED 2016 TO
INDIANA DEPARTMENT OF TRANSPORTATION
SCALE: NONE
VICINITY MAP
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
PROJECT NO. P.E.R/WCONST.
FOR SPANS OVER 20 FEET
STRUCTURE TYPE SPAN AND SKEW OVER STATION
BRIDGE LENGTH:
ROADWAY LENGTH:
TOTAL LENGTH:
MAX. GRADE:
MI.
MI.
MI.
%
POSTED SPEED
FOR LETTING:
DATE
PROJECT
CONTRACT
PLANS
PREPARED BY:
PHONE
(859)233-2100
CERTIFIED BY:
DATEAPPROVED
INDIANA DEPARTMENT OF TRANSPORTATION
CONTRACT PROJECT
SHEET
DESIGNATION
OF
BRIDGE FILE
Stantec
HENDERSON COUNTY, KENTUCKY
BRIDGE
US 41 SOUTHBOUND
RIVER
OHIO
INDIANAKENTUCKY
PROJECT LOCATION
HENDERSON COUNTY, KY
KYTC DRAWING NO. 27600
11/04/2016
STA. 92+78.17
REHABILITATION
END SB BRIDGE
STA. 38+51.29
REHABILITATION
BEGIN SB BRIDGE
HE
ND
ERS
ON
TO
EV
ANS
VIL
LE
TO
REQUIRED FOR THIS PROJECT
NO ADDITIONAL RIGHT-OF-WAY
THROUGH TRUSS
PLATE GIRDER AND STEEL
CONTINUOUS WELDED STEEL
0° SKEW
33-SPANSOHIO RIVER
92+78.17
TO
38+51.29
1.03
2.75
B-33539
1298275
041-93-5000SBL
DRAWING
S1OF00 00
BRIDGE FILE
041-93-5000SBL
DESIGNATION
1298275B-33539
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
1298275
051B00007L (KYTC)
1298275
1298275
S21
11/
3/
2016 1:32
PM
Save:
11/
3/
2016 1:32
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S1_
Title.d
gn
20,153
21,260
26,720
100
50 M.P.H.
50 M.P.H.
3R NON-FREEWAY
PRINCIPAL ARTERIAL
URBAN
LEVEL
NONE
0200634
PROJECT DESCRIPTION
0100482
9620260
0200633
0200636
approximately 1,560 feet south of the intersection of KY 3522 (Nugent Drive).
Ohio River. Located north of the town of Henderson, Henderson County Kentucky and
Overlay and Superstructure Rehabilitation of the US 41 Southbound Bridge over the
NUGENT DRIVE
0200635
1298275
DESIGNATION
1592481
KIN PROJECT INFORMATION
U.S. 41 over SB Cheatam Slough
U.S. 41 over NB Cheatam Slough
U.S. 41 over SB Ohio River Overflow
Roadway Plans from Cheatam Slough to Eagle Creek
U.S. 41 over NB Ohio River Overflow
U.S. 41 over SB Eagle Creek
U.S. 41 over NB Eagle Creek
U.S. 41 over SB Ohio River
CONTROL MEASURES AND MAINTAINANCE OF TRAFFIC DETAILS
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
DRAFT
Not for C
onstructio
n
SPECIFICATIONS
DESIGN LOAD AND METHOD
MATERIALS DESIGN SPECIFICATIONS
MATERIALS
CLEANING AND PAINTING
TOUCH-UP PAINTING
WELDING SPECIFICATIONS
HIGH STRENGTH BOLT CONNECTIONS
PLANS OF EXISTING STRUCTURE
MAINTAINING TRAFFIC
DAMAGE TO STRUCTURE
PROHIBITED FIELD WELDING
DIMENSIONS
REINFORCEMENT
ON-SITE INSPECTION
CONCRETE REMOVAL
EXISTING STEEL REINFORCEMENT
SAWCUTTING
REMOVAL OF EXISTING RIVETS AND BOLTS
GENERAL NOTES
CONCRETE
SPACING OF BARS IS FROM CENTER TO CENTER OF BARS. ALL REINFORCEMENT SHALL BE EPOXY COATED.
DIMENSIONS SHOWN FROM THE FACE OF CONCRETE TO BARS ARE CLEAR DISTANCES UNLESS OTHERWISE SHOWN.
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,
DIMENSIONS ARE HORIZONTAL MEASUREMENTS.
MATERIALS OR FABRICATING STEEL. ALL PLAN DIMENSIONS ARE FOR A NORMAL TEMPERATURE OF 60° F. LAYOUT
SHALL VERIFY DIMENSIONS, INCLUDING THICKNESSES OF PARTS, WITH FIELD MEASUREMENTS PRIOR TO ORDERING
RETROFIT PLANS, AND DO NOT NECESSARILY REFLECT REVISIONS MADE DURING CONSTRUCTION. THE CONTRACTOR
DIMENSIONS SHOWN ON THESE PLANS ARE TAKEN FROM ORIGINAL CONSTRUCTION CONTRACT PLANS AND SUBSEQUENT
REMOVE AND REPLACE FINGER EXPANSION JOINT
BONDING NEW CONCRETE TO PREVIOUSLY PLACED CONCRETE
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
ELASTOMERIC BEARING PADS
IN THE CURRENT AASHTO SPECIFICATIONS.
CONCRETE AND STRUCTURAL STEEL MODIFICATIONS ARE DESIGNED BY THE LOAD FACTOR METHOD AS SPECIFIED
NEW STEEL FINGER EXPANSION DAMS AND NEW GIRDER BEARINGS ARE DESIGNED FOR HS25 LIVE LOAD. ALL REINFORCED
REMOVE AND REPLACE GIRDER BEARINGS
M31
A53
M293
M291
M164A325
M270 GR 50A709, GR 50
AASHTOASTM
UTILIZING (H) FREQUENCY TESTING. WHEN PLATE THICKNESS EXCEEDS 1�", FREQUENCY OF TESTING SHALL BE (P).
SAMPLING AND TESTING PROCEDURES SHALL BE IN ACCORDANCE WITH AASHTO T243 CURRENT EDITION,
M270 GR 50 OF 15 FT-LBS AT 40°F. - ALL OTHER STRUCTURAL STEEL
TO ZONE 2 MINIMUM SERVICE TEMPERATURE FROM -1° TO -30° F, IN ACCORDANCE WITH THE FOLLOWING:
ALL STRUCTURAL STEEL SHALL MEET THE LONGITUDINAL CHARPY V-NOTCH TOUGHNESS TEST APPLICABLE
DEFORMED AND PLAIN BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT (GRADE 60)
PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC COATED WELDED AND SEAMLESS
HARDENED STEEL WASHERS
CARBON AND ALLOY STEEL NUTS
HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINT
STRUCTURAL STEEL
FURNISHED.
ASTM OR AASHTO SPECIFICATIONS, CURRENT EDITION, AS DESIGNATED BELOW SHALL GOVERN THE MATERIALS
EXPANSION JOINT REPLACEMENT
INDEX OF SHEETSSHEET NO.
S6
S7
S3
S1
S2
S9
S8
S20
S4 & S5
S10 EXPANSION JOINT REPLACEMENT
FINGER JOINT REMOVAL
FINGER EXPANSION JOINT
THRIE BEAM & CURB REPAIR
S21 THRIE BEAM POST LAYOUT
STEEL DIAPHRAGM REPAIR
DESIGNATION
INDEX, GENERAL NOTES & BRIDGE SUMMARY
TITLE
REMOVE STEEL
KYTC DRAWING NO. 27600
SPECIFICATIONS FOR HIGHWAY BRIDGES.
SPECIFICATIONS. ALL REFERENCES TO THE AASHTO SPECIFICATIONS ARE TO THE 17TH EDITION OF THE AASHTO STANDARD
REFERENCES TO THE SPECIFICATIONS ARE TO THE CURRENT EDITION OF THE INDIANA DEPARTMENT OF TRANSPORTATION
INSPECTION HAVING BEEN MADE. ANY CLAIMS RESULTING FROM SITE CONDITIONS WILL NOT BE HONORED.
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
ELEVATION & TYP SECTION (SOUTH APPROACH)
ELEVATION & TYP SECTION (TRUSS)
ELEVATION & TYP SECTION (NORTH APPROACH)
PHASE CONSTRUCTION & MOT
BEARING REPLACEMENT PIER N-5
BEARING REPLACEMENT PIER N-8
S12
S13
S11 FINGER JT REPLACEMENT ABUT S-20 & PIER N-8
FINGER JT REPLACEMENT PIER A
BRIDGE FILE: 41-A-5000 SUBSTRUCTURE AND NORTH APPROACH BRIDGE - BRIDGE CONTRACT: 6078, BRIDGE FILE: 41-A-4996.
CONTRACT: 5839, BRIDGE FILE 41-A-5000; SUPERSTRUCTURE SUBSTRUCTURE TRUSS BRIDGE - BRIDGE CONTRACT: 5195,
SOUTH APPROACH BRIDGE - BRIDGE CONTRACT: 5980, BRIDGE FILE: 41-A-4995; SUPERSTRUCTURE TRUSS BRIDGE - BRIDGE
ACCURACY. THE ORIGINAL EXISTING BRIDGE CONTRACT AND BRIDGE FILE NUMBERS FOR THESE STRUCTURES INCLUDE:
COMPLETENESS OF THESE DRAWINGS IS NOT GUARANTEED AND NO RESPONSIBILITY IS ASSUMED BY KYTC FOR THEIR
AVAILABLE FROM THE KENTUCKY TRANSPORTATION CABINET, DIVISION OF MAINTENANCE, UPON REQUEST. THE
AS AN AID TO THE CONTRACTOR, A PORTION OF THE PLANS AND SHOP DRAWINGS OF THE EXISTING STRUCTURES ARE
TOTAL
LB SYS
4586
2192
4077
320
625
945
8967
1608
5964
189010855 1
30
30
30
16539
ITEM
SOUTH APPROACH
TRUSS SPANS
NORTH APPROACH
601-
0818
2
TH
RIE
BE
AM
GU
AR
DR
AIL,
722-514
01
FU
LL
DEPT
H
BRID
GE
DE
CK P
AT
CHIN
G,
703-06029
EP
OX
Y
CO
ATE
D
REIN
FO
RCIN
G
BA
RS,
EACH
10
10
LFT
722-518
52
PA
RTIA
L
DEPT
H
BRID
GE
DE
CK P
AT
CHIN
G,
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.
LABOR, TOOLS AND MATERIALS IS TO BE INCIDENTAL TO THE APPROPRIATE BID ITEM.
PLACED (CURED) CONCRETE WITH A TWO-COMPONENT EPOXY RESIN SYSTEM. THE COST OF THIS WORK, INCLUDING ALL
WHERE A BONDED CONSTRUCTION JOINT IS CALLED FOR IN THE PLANS, NEW CONCRETE SHALL BE BONDED TO PREVIOUSLY
LFT
6110
6880
3290
9170
4930
LFT SFT SFT SFT
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
711-518
78
GIR
DE
RS
JA
CKIN
G
& S
UPP
OR
TIN
G,
LS
300
360
S14 - S18
S19
10320
24420
APPROACH & TRUSS SPANS
SB 41
41
NB
619-98427
CLE
AN
DR
AIN
S
EACH
46
80
86
722-518
42
BRID
GE
DE
CK
OV
ER
LA
Y
724-12
103
FO
AM J
OIN
T
PR
E-C
OM
PR
ESS
ED
724-03855
SLIDIN
G PL
ATE
EX
PA
NSIO
N J
OIN
T
726-92406
EL
AS
TO
ME
RIC
BE
ARIN
G
ASS
EM
BL
Y
BEARING PADS IS TO BE INCLUDED IN THE UNIT PRICE FOR "BEARING ASSEMBLY ELASTOMERIC".
SUBJECTED TO THE LOAD TESTING REQUIREMENTS CORRESPONDING TO DESIGN METHOD B. THE COST OF
BEARINGS SHALL BE LOW TEMPERATURE GRADE 3 WITH DUROMETER HARDNESS OF 50 AND SHALL BE
BRIDGES, DIVISION II, SECTION 18.
ELASTOMERIC BEARING PADS SHALL CONFORM TO THE AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY
710-0915
8
ST
RU
CT
UR
ES
PA
TC
HIN
G
CO
NC
RETE
METHOD APPROVED BY THE ENGINEER. USE OF CUTTING TORCHES WILL NOT BE PERMITTED.
NOT DAMAGE ADJACENT STRUCTURAL STEEL. THIS MAY INCLUDE MECHANICAL REMOVAL OR OTHER
THE CONTRACTOR WILL BE PERMITTED TO REMOVE RIVETS AND BOLTS IN ANY MANNER WHICH DOES
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE BRIDGE SITE.
ALL EXISTING STEEL THAT IS REMOVED AND NOT BE REUSED IN THE COMPLETED STRUCTURE SHALL
LS
1
202-518
22
OV
ER
LA
Y
RE
MO
VE
BRID
GE
DE
CK
SYS
722-60824
SU
RF
AC
E
MIL
LIN
G
SYS
202-513
28
RE
MO
VE P
OR
TIO
NS
PR
ES
EN
T S
TR
UC
TU
RE,
CUTTING CONCRETE SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE APPROPRIATE ITEMS.
SAW TO THE DEPTH NOTED ON THE PLANS OR ONE INCH TO FACILITATE A NEAT LINE. THE COST OF
PRIOR TO THE REMOVAL OF THE EXISTING CONCRETE MASONRY, CUT THE SURFACE WITH A CONCRETE
MEMBERS OF THE BRIDGE.
EXCEPT AS SHOWN ON THE PLANS, NO WELDING OF ANY NATURE SHALL BE PERFORMED ON THE LOAD CARRYING
THE APPROPRIATE BID ITEMS.
THE COST OF CUTTING, BENDING AND CLEANING EXISTING REINFORCING BARS IS TO BE INCIDENTAL TO
SAME SIZE AND SHAPE, AS DIRECTED BY THE ENGINEER. NO PAYMENT WILL BE MADE FOR THE REPLACEMENT BARS.
WHICH ARE DAMAGED BY THE CONTRACTOR’S OPERATIONS SHALL BE REPLACED WITH NEW EPOXY COATED BARS OF THE
AND FEATHER EDGES WILL NOT BE PERMITTED. REINFORCING BARS WHICH ARE SHOWN ON THE PLANS AS REMAINING AND
STRUCTURAL STEEL THAT IS TO REMAIN IN THE STRUCTURE. ALL REMOVAL SHALL BE TO NEAT SAW CUT LINES
THE CONTRACTOR SHALL REMOVE CONCRETE WITH A METHOD THAT WILL NOT DAMAGE EXISTING REINFORCEMENT OR
174
386
120
240
1386
1541
747
3674
MODIFIED CONCRETE.
PLANS, FABRICATION AND INSTALLATION OF NEW JOINT, NEW STEEL REINFORCEMENT AND FORMING/PLACING CLASS "C"
AND PIER N-8. THIS SHALL INCLUDE REMOVAL OF CONCRETE DECK AND EXISTING JOINT PANEL ASSEMBLY AS SHOWN IN THE
OF ALL EXPANSION JOINTS AT ABUTMENT S-20, PIER A, PANEL POINTS LS5, LF0 (2 LOCATIONS), LF4, LF8, LS0", LA0, LA8
THE UNIT PRICE BID FOR "PRE-COMPRESSED FOAM JOINT" SHALL INCLUDE ALL COSTS REQUIRED TO COMPLETE THE REPLACEMENT
90
16280
1110
1235
600
2945
1110
1235
600
2945
STEEL REPAIR
711-510
35
ST
RU
CU
TR
AL S
TEEL
SUMMARY OF BRIDGE QUANTITIES
STRINGER REPAIR AS NOTED IN THE PLANS.
TO COMPLETE THE REPLACEMENT OF THE DIAPHRAGMS, DIAPHRAGM GUSSET PLATE REPAIRS AND
THE UNIT PRICE BID FOR "STRUCTURAL STEEL" SHALL INCLUDE ALL COSTS AND MATERIALS REQUIRED
LBS
5750
2490
3260
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
N/A
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S2 S210000
11/04/2016
M. LAWLER
A. FARMER
C. ELLISON
M. LAWLER
HENDERSON COUNTY, KENTUCKY
INDEX, GENERAL NOTES & BRIDGE SUMMARY
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
4/
2016 9:04
AM
Save:
11/
4/
2016 9:05
AM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S2_In
dex.d
gn
Fy = 36000 PSI FOR ASTM A36
FOR STRUCTURAL STEEL (EXISTING)
Fy = 50000 PSI FOR GRADE 50
FOR STRUCTURAL STEEL (NEW)
Fy = 60000 PSI
FOR STEEL REINFORCEMENT
F’c = 4000 PSI
FOR CLASS "C" MODIFIED REINFORCED CONCRETE, SEE UNIQUE SPECIAL PROVISIONS
MAINTENANCE OF TRAFFIC.
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE PLANS AND OTHER UNIQUE SPECIAL PROVISIONS FOR
JOINT REPLACEMENTS AND FINGER JOINT REPLACEMENTS AND CURB REPAIRS, SEE UNIQUE SPECIAL PROVISIONS
CLASS "C" MODIFIED CONCRETE IS TO BE USED IN PARTIAL AND FULL DEPTH PATCHING OF DECK, EXPANSION
IN THE UNIT PRICE BID FOR THE APPROPRIATE ITEMS.
WELDING, WELDING MATERIALS, STRAIGHTENING, ALTERING AND BURNING NEW OR EXISTING STEEL SHALL BE INCLUDED
SUBMITTED TO THE ENGINEER AND APPROVED PRIOR TO THE START OF FABRICATIONS AND RETROFIT. THE COST OF
NONDESTRUCTIVE TESTING BY THE CONTRACTOR (QC) WILL NOT BE REQUIRED. WELDING PROCEDURES SHALL BE
UNIQUE SPECIAL PROVISIONS FOR WELDING STEEL BRIDGES SHALL SUPERSEDE THE ANSI/AASHTO/AWS SPECIFICATIONS.
ANSI/AASHTO/AWS D1.5 BRIDGE WELDING CODE. MODIFICATION AND ADDITIONS AS STATED ON THE PLANS AND
ALL WELDING AND WELDING MATERIALS EXCEPT FOR REINFORCEMENT, SHALL CONFORM TO JOINT SPECIFICATIONS
INCIDENTAL TO THE APPROPRIATE BID ITEMS AND SHALL BE IN ACCORDANCE WITH THE UNIQUE SPECIAL PROVISIONS.
POSSIBLE, AND SHALL BE APPROVED BY THE ENGINEER BEFORE ANY APPLICATION. CLEANING AND PAINTING SHALL BE
THE COLOR OF THE FIELD COATING SHALL MATCH THE PRESENT COLOR OF THE EXISTING BRIDGE STEEL AS NEAR AS
WILL BE ALLOWED ON THE BRIDGE.
HAND METHODS FOR FIELD CLEANING SHALL CONSIST OF SCRAPING AND WIRE BRUSHING. NO BLAST CLEANING
LOCATION SHALL BE CLEANED AS NECESSARY USING HAND METHODS AND PAINTED AS DIRECTED BY THE ENGINEER.
OTHERWISE ON THE PLANS, ALL NEW AND EXISTING STEEL WITHIN 12" OF THE WORK LIMITS OF EACH RETROFIT
FOREIGN MATTER USING HAND CLEANING METHODS BEFORE INSTALLING THE NEW STEEL. UNLESS NOTED
CONTACT WITH NEW STEEL, INCLUDING AREAS UNDER BOLT HEADS, SHALL BE CLEANED OF ALL DIRT, RUST AND
PAINTED WITH ONE COAT OF INORGANIC ZINC RICH PRIMER. EXISTING STEEL AREAS OF THE BRIDGE TO BE IN
ALL NEW STRUCTURAL STEEL SHALL BE BLAST CLEANED IN THE SHOP TO A NEAR WHITE CONDITION AND SHOP
SURFACES, INSTALL BEARING ASSEMBLIES AND PAINT THE GIRDERS AS DIRECTED IN THE UNIQUE SPECIAL PROVISION.
THE UNIT PRICE FOR "BEARING ASSEMBLY ELASTOMERIC" SHALL INCLUDE ALL SUPPLIES AND MATERIALS TO PREPARE INTERFACE
THE COST TO REMOVE THE EXISTING BEARINGS IS INCLUDED IN THE UNIT PRICE FOR "PRESENT STRUCTURE, REMOVE PORTIONS".
LICENSED IN KENTUCKY.
APPROVAL BEFORE BEGINNING THE JACKING OPERATION. THE DESIGN MUST BE PERFORMED BY A PROFESSIONAL ENGINEER
THE CONTRACTOR SHALL SUBMIT A JACKING PLAN AND TEMPORARY SUPPORT SYSTEM CALCULATIONS AND SHOP DRAWINGS FOR
IN THE UNIQUE SPECIAL PROVISION.
REDUCED LIVE LOAD LEVEL. LIMITATIONS ON THE DURATION OF THE JACKING AND BEARING REPLACEMENT OPERATION ARE INCLUDED
UNIQUE SPECIAL PROVISION FOR GIRDER BEARING REPLACEMENT. DURING JACKING OPERATIONS THE BRIDGE WILL BE POSTED FOR A
THE JACKING AND SUPPORT SYSTEM MUST BE DESIGNED TO SUPPORT BOTH LIVE LOAD AND DEAD LOAD IN ACCORDANCE WITH THE
BEARINGS.
OF THE EXISTING STEEL GIRDERS AT PIERS N-5 AND N-8, DURING THE REMOVAL AND REPLACEMENT OF THE EXISTING
THE UNIT PRICE BID FOR "JACKING AND SUPPORTING GIRDERS" SHALL INCLUDE ALL COSTS TO JACK AND SUPPORT THE ENDS
MODIFIED CONCRETE DIAPHRAGMS, AND PAINTING THE STRINGERS AS DIRECTED IN THE UNIQUE SPECIAL PROVISION.
RETROFITS TO THE EXISTING STEEL STRINGERS, DIAPHRAGMS, NEW STEEL REINFORCEMENT, AND FORMING/PLACING CLASS "C"
INSTALLATION OF THE NEW EXPANSION JOINT ASSEMBLY (INCLUDING THE DRAINAGE SYSTEM TO THE LIMITS SHOWN IN THE PLANS),
INCLUDE REMOVAL OF THE CONCRETE DECK AND EXISTING EXPANSION JOINT ASSEMBLY AS SHOWN IN THE PLANS, FABRICATION AND
OF THE FINGER EXPANSION JOINTS AT PIERS S-15, S-11, S-7, S-3, PANEL POINTS LS0 AND LS0’ AND PIER E AND N-5. THIS SHALL
THE UNIT PRICE BID FOR "EXPANSION JOINT SLIDING PLATE" SHALL INCLUDE ALL COSTS REQUIRED TO COMPLETE THE REPLACEMENT
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
SPAN 20S SPAN 19S SPAN 18S SPAN 17S SPAN 16S SPAN 15S SPAN 14S SPAN 13S SPAN 12S
SPAN 11S SPAN 10S SPAN 9S SPAN 8S SPAN 7S SPAN 6S SPAN 5S SPAN 4S SPAN 3S
PART ELEVATION SB SOUTH APPROACH
PART ELEVATION SB SOUTH APPROACH
PART ELEVATION SB SOUTH APPROACH
PIER S-11 PIER S-10 PIER S-9 PIER S-8 PIER S-7 PIER S-6 PIER S-5 PIER S-4 PIER S-3 PIER S-2
PIER S-2 PIER S-1
PIER A
EXP EXP EXP FIX EXP EXP EXP FIX EXP EXP
EXPFIX
EXP
EXP EXPEXP
FIX
EXP
EXP EXPFIX
EXP
SPAN 1SSPAN 2S
MA
TC
H
LIN
E
A
MA
TC
H
LIN
E
A
MA
TC
H
LIN
E
B
MA
TC
H
LIN
E
B
TO HENDERSON
TO EVANSVILLE
MA
TC
H
LIN
E
C (S
EE S
HE
ET
S4)3
10�"
1�" 12’-0"3’-0"2’-1�" 12’-0" 3’-0" 2’-1�" 1�"
10�"
TYPICAL DECK SECTIONLOOKING AHEAD
! US 41 (SB)
36’-3" OUT TO OUT
3’-1�" 3’-1�"4 SPACES AT 7’-6" = 30’-0"
1�" (TYP)
GROUND LINE
EXISTING
GROUND LINE
EXISTING
GROUND LINE
EXISTING
EXP
FIX
EXP
1 4
4
44 3
3
1
7 7
SEE SHEET S7 FOR PHASE CONSTRUCTION.
SEE SHEET S6 FOR SB NORTH APPROACH.
SEE SHEETS S4 & S5 FOR TRUSS BRIDGE.
NOTES:
ABUT S-20 PIER S-19 PIER S-18 PIER S-17 PIER S-16 PIER S-15 PIER S-14 PIER S-13 PIER S-12 PIER S-11
4
3"
PHASE CONST JOINT
2038’-0�"+/- OUT TO OUT (SOUTH APPROACH)
FIX
SPANS 1S THRU 3S SPANS 4S THRU 20S
MATCH EXISTING MATCH EXISTING
3
6
2 5
HANDRAIL (TYP)
ALUMINUM
REMOVE EXISTING
EXPANSION JOINT (SEE SHEETS S11 OR S12 FOR DETAILS)
WITH PREFORMED, PRECOMPRESSED SELF EXPANDING
REMOVE EXISTING FINGER EXPANSION JOINT AND REPLACE1
NOTATIONS:
PRIOR TO PLACING NEW OVERLAY.
EXISTING LATEX OVERLAY AND SCARIFY DECK �"
2" ASPHALT WATERPROOFING MIX OVERLAY. REMOVE3
(SEE SHEET S19 FOR DETAILS)
REMOVE AND REPLACE DIAPHRAGMS (ALL BAYS),2
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANA
11/
3/
2016 1:34
PM
Save:
11/
3/
2016 1:36
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S3_
South_
Appr_
Br.d
gn
SCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S3 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
ELEVATION & TYP SECTION (SOUTH APPROACH)
US 41 SB BRIDGE OVER THE OHIO RIVER
(SEE SHEET S19 FOR DETAILS)
REPAIR DIAPHRAGM GUSSET PLATE (BAYS 3 & 4)6
GIRDER 1 & 2) (SEE SHEET S19 FOR DETAILS)
REMOVE AND REPLACE DIAPHRAGM (BAY 1 - BETWEEN 5
SHEETS S13 - S18 FOR DETAILS)
REMOVE AND REPLACE EXISTING EXPANSION JOINT (SEE4
8
SHOWN, NORTHBOUND BRIDGE SIMILAR.
CLEAN BRIDGE DECK AND SCUPPERS. SOUTHBOUND BRIDGE8
S20 & S21 FOR DETAILS).
INSTALL THRIE BEAM GUARDRAIL (SEE SHEETS 7
(6110+/- SFT)
PATCHING
BRIDGE DECK
FULL DEPTH
(9170+/- SFT)
PATCHING
BRIDGE DECK
PARTIAL DEPTH
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
SPAN 1 SPAN 2
SPAN 2SPAN 3
PIER A PIER B
PIER C
PART ELEVATION TRUSS BRIDGE
PART ELEVATION TRUSS BRIDGE
FIX
EXP
LS8 LS7 LS6 LS5 LS4 LS3 LS2 LS1 LS0 LC4 LC3 LC2 LC1 LF0 LF1 LF2 LF3 LF4 LF5 LF6 LF7 LF8
LF8 LF7’ LF6’ LF5’ LF4’ LF3’ LF2’ LF1’ LF0 LC1 LC2 LC3 LC4 LS1 LS2 LS3
TO HENDERSON
TO EVANSVILLE
MA
TC
H
LIN
E
C (S
EE S
HE
ET
S3)
MA
TC
H
LIN
E
D
MA
TC
H
LIN
E
D
MA
TC
H
LIN
E
E (S
EE S
HE
ET
S5)
LS10 LS9
LS0’ LS4
4 2 2 2
2 4
WORK THIS SHEET WITH SHEET S5.
SEE SHEET S7 FOR PHASE CONSTRUCTION.
SEE SHEET S6 FOR SB NORTH APPROACH.
SEE SHEET S3 FOR SB SOUTH APPROACH.
SHEET S5.
FOR TRUSS BRIDGE TYPICAL SECTION, SEE
NOTES:
1 2 3
3
2292’-11�" +/- OUT TO OUT (TRUSS BRIDGE)
FIX
2
LS5 LS4 LS3 LS2 LS1 LS0 LC4"
2
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANA
11/
3/
2016 1:37
PM
Save:
11/
3/
2016 1:37
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S4-
S5_
Truss_
Br.d
gn
SCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S4 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
ELEVATION & TYPICAL SECTION (TRUSS)
US 41 SB BRIDGE OVER THE OHIO RIVER
5
BRIDGE SIMILAR.
CLEAN BRIDGE DECK AND SCUPPERS. SOUTHBOUND BRIDGE SHOWN, NORTHBOUND5
AND SCARIFY DECK �" PRIOR TO PLACING NEW OVERLAY.
2" ASPHALT WATERPROOFING MIX OVERLAY. REMOVE EXISTING LATEX OVERLAY4
REMOVE & REPLACE EXIST FINGER EXP JOINT (SEE SHEETS S13 - S18 FOR DETAILS)3
SELF EXPANDING EXPANSION JOINT (SEE SHEET S10 FOR DETAILS)
REMOVE EXIST EXPANSION JOINT AND REPLACE WITH PREFORMED, PRECOMPRESSED 2
PRECOMPRESSED SELF EXPANDING EXPANSION JOINT (SEE SHEET S12 FOR DETAIL)
REMOVE EXIST FINGER EXPANSION JOINT AND REPLACE WITH PREFORMED,1
NOTATIONS:
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
SPAN 3SPAN 4
PIER D
PIER EPART ELEVATION TRUSS BRIDGE
FIX EXP
LAO LA1 LA2 LA3 LA4 LA5 LA6 LA7 LA8 LA9 LA10 LA11 LA12
TO HENDERSON TO EVANSVILLE
MA
TC
H
LIN
E
E (S
EE S
HE
ET
S4)
MA
TC
H
LIN
E F (S
EE S
HE
ET
S6)
12’-0"3’-0"
10�"
1�" 2’-1�" 12’-0" 3’-0" 2’-1�" 1�"
10�"! US 41 (SB)
TYPICAL DECK SECTION
LOOKING AHEAD STATION
4 SPACES AT 7’-6" = 30’-0"3’-1�" 3’-1�"
1�" (TYP)
36’-3" OUT TO OUT
1’-4�" 1’-4�"
! TRUSS! TRUSS
4 4
32221
WORK THIS SHEET WITH SHEET S4.
SEE SHEET S7 FOR PHASE CONSTRUCTION.
SEE SHEET S6 FOR SB NORTH APPROACH.
SEE SHEET S3 FOR SB SOUTH APPROACH.
NOTES:
3"
PHASE CONST JOINT
LC4 LC3 LC2 LC1
2292’-11�" +/- OUT TO OUT (TRUSS BRIDGE)
1
MATCH EXISTING MATCH EXISTING
ALUMINUM HANDRAIL (TYP)
REMOVE EXISTING
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANA
11/
3/
2016 1:37
PM
Save:
11/
3/
2016 1:37
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S4-
S5_
Truss_
Br.d
gn
SCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S5 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
ELEVATION & TYPICAL SECTION (TRUSS)
US 41 SB BRIDGE OVER THE OHIO RIVER
5
NORTHBOUND BRIDGE SIMILAR.
CLEAN BRIDGE DECK AND SCUPPERS. SOUTHBOUND BRIDGE SHOWN,5
INSTALL THRIE BEAM GUARDRAIL (SEE SHEETS S20 & S21 FOR DETAILS)4
FOR DETAILS)
REMOVE & REPLACE EXIST FINGER EXP JOINT (SEE SHEETS S13 - S183
S10 FOR DETAILS)
PRECOMPRESSED SELF EXPANDING EXPANSION JOINT. (SEE SHEET
REMOVE EXIST EXPANSION JOINT AND REPLACE WITH PREFORMED,2
OVERLAY.
LATEX OVERLAY AND SCARIFY DECK �" PRIOR TO PLACING NEW
2" ASPHALT WATERPROOFING MIX OVERLAY. REMOVE EXISTING1
NOTATIONS:
(10320+/- SFT)
PATCHING
BRIDGE DECK
PARTIAL DEPTH
(6880+/- SFT)
PATCHING
BRIDGE DECK
FULL DEPTH
DRAFT
Not for C
onstructio
n
SPAN 1N SPAN 2N SPAN 3N SPAN 4N SPAN 5N
SPAN 6N SPAN 7N SPAN 8N SPAN 9N
PIER E
PIER N-1 PIER N-2 PIER N-3 PIER N-4
PIER N-5
PIER N-5 PIER N-6 PIER N-7 PIER N-8
BENT N-9
FIXFIX
EXP
EXP
EXPEXP
EXPFIX FIX FIX
PART ELEVATION - SB NORTH APPROACH
PART ELEVATION - SB NORTH APPROACH
TO HENDERSON
TO EVANSVILLE
MA
TC
H
LIN
E F (S
EE S
HE
ET
S5)
MA
TC
H
LIN
E
G
36’-3" OUT TO OUT
12’-0"3’-0"2’-1�" 12’-0" 3’-0" 2’-1�"
10�" 10�"
3’-1�"4 SPACES AT 7’-6" = 30’-0"3’-1�"
TYPICAL DECK SECTION
LOOKING AHEAD
2
2
1�" (TYP)
4
5
6
7 7
! US 41 (SB)
1
MA
TC
H
LIN
E
G
SEE SHEET S7 FOR PHASE CONSTRUCTION.
SEE SHEETS S4 & S5 FOR SB TRUSS.
SEE SHEET S3 FOR SB SOUTH APPROACH.
NOTES:
3"
PHASE CONST JOINT
1�"1�"
1
1095’-10�"+/- OUT TO OUT (NORTH APPROACH)
GROUND LINE
EXISTING
GROUND LINE
EXISTING
2
MATCH EXISTING MATCH EXISTING
3
ALUMINUM HANDRAIL (TYP)
REMOVE EXISTING
FIXEXP
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S6 S210000
11/04/2016
M. LAWLER
E. TRIMBLE
E. TRIMBLE
M. LAWLER
HENDERSON COUNTY, KENTUCKY
ELEVATION & TYP SECTION (NORTH APPROACH)
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:38
PM
Save:
11/
3/
2016 1:38
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S6_
North_
Appr_
Br.d
gn
8
NORTHBOUND BRIDGE SIMILAR.
CLEAN BRIDGE DECK AND SCUPPERS. SOUTHBOUND BRIDGE SHOWN,8
INSTALL THRIE BEAM GUARDRAIL (SEE SHEETS S20 & S21 FOR DETAILS)7
DETAILS)
PRECOMPRESSED SELF EXPANDING EXPANSION JOINT (SEE SHEET S11 FOR
REMOVE EXIST FINGER EXP JOINT AND REPLACE WITH PREFORMED,6
AND CROSS FRAMES (ALL BAYS) (SEE SHEET S19 FOR DETAILS)
REMOVE & REPLACE GIRDER BEARINGS (SEE SHEET S9 FOR DETAILS)5
REMOVE & REPLACE GIRDER BEARINGS (SEE SHEET S8 FOR DETAILS)4
REPAIR STRINGER 3 (SEE SHEET S19 FOR DETAILS)3
OVERLAY AND SCARIFY DECK �" PRIOR TO PLACING NEW OVERLAY.
2" ASPHALT WATERPROOFING MIX OVERLAY. REMOVE EXISTING LATEX2
FOR DETAILS)
REMOVE & REPLACE EXIST FINGER EXP JOINT (SEE SHEETS S13-S181
NOTATIONS:
(3290+/- SFT)
PATCHING
BRIDGE DECK
FULL DEPTH
(4930+/- SFT)
PATCHING
BRIDGE DECK
PARTIAL DEPTH
SPANS 1N THRU 5N SPANS 6N THRU 8N
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
30’-0"
2’-9" 12’-0"
3"9" 2’-0" 1’-0" 1’-0"
PHASE 1 REMOVAL
15’-3"
PHASE 1 CONSTRUCTION
15’-0"
BARRIER
CONCRETE
TEMPORARY
GUARDRAIL
THRIE BEAM
30’-0"
BARRIER
CONCRETE
TEMPORARY
PHASE 2 CONSTRUCTION
15’-0"12’-3" 2’-9"
PHASE 2 REMOVAL
14’-9"3"
9"2’-0"1’-3"1’-0"
GUARDRAIL
THRIE BEAMEX ! US 41
EX ! US 41
PHASE 1 REMOVAL & CONSTRUCTION
PHASE 2 REMOVAL & CONSTRUCTION
LEGEND:
10’-0" TRAFFIC LANE
10’-0" TRAFFIC LANE
EXIST CONC
OVERLAY & �"
REMOVE EXIST
EXIST CONC
OVERLAY & �"
REMOVE EXIST
EXISTING
MATCH
EXISTING
MATCH
AND NORTH APPROACH
TYPICAL FOR SOUTH APPROACH, TRUSS,
AND NORTH APPROACH
TYPICAL FOR SOUTH APPROACH, TRUSS,
MIX OVERLAY
WATERPROOFING
2" ASPHALT
MIX OVERLAY
WATERPROOFING
2" ASPHALT
AT EXPANSION AND FINGER JOINT LOCATIONS
INDICATES LIMITS OF FULL DEPTH REMOVAL
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S7 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
PHASE CONSTRUCTION & MOT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
7/
1/
2016 1:40
PM
Save:
8/
9/
2013 9:01
AM
Foy,
Sheila
Plot:
R:\client\
KY
TC\cell\
SS
TR
U_
Sheet_
Stantec.c
el
DRAFT
Not for C
onstructio
n
5" 3’-3"
STIFFENER
LONGITUDINAL
AFTER STIFFENER REMOVAL
RE-INSTALL BOLTS IN HOLES
GIRDER JACKING AND BEARING REMOVAL AT PIER N-5
INDICATES TO BE REMOVED
LEGEND
SPAN 5N
! BRG
! PIER 5-N
JA
CK
&
SHI
M
CUT ANGLES FOR TIGHT FIT.
STIFFENER (EACH SIDE OF GIRDER)
6x6x� TEMPORARY JACKING
TYP
�"‘ BOLTS
AFTER STIFFENER REMOVAL
RE-INSTALL BOLTS IN HOLES
1
2�" 2�"
! GIRDER
BRG STIFFENER
2�" 2�"
BRG STIFFENER BRG STIFFENER
SHIM AS REQUIRED
9�
"
1’-0"
CAP
TOP OF PIER
A1’-0"
TYP
�"
TYP
1"
1" (TYP)
TYP
�"
1" (TYP)
SEE DETAIL
SIDE RETAINER (TYP),
3
A
! ANCHOR BOLT ! ANCHOR BOLT
4�" 4�"
1-2�
"+/- BEVEL TO CLEAR WELDS
1"x3�"x7�" PL (EA FACE)
24
S
5
�TYP
4"
2�" 1�"
1’-2"
�"
�"
�"
�"
SIDE RETAINER DETAIL
�"
�"
�"
8"
7�
"
2 REQUIRED AT EACH BEARING
�"
2"x14"x19" PL�
TYP
�TYP
CAP
TOP OF PIER
STIFFENER
! BEARING
NOTE: SIDE RETAINER NOT SHOWN FOR CLARITY.
�TYP
SECTION A-A
4
23
5
ELASTOMERIC BEARING REPLACEMENTELEVATION
! GIRDER
EVANSVILLEHENDERSON
1
SPAN 6N
! BRG
1’-3"+/-
TO
VA
RIES
1’-5�
"+/-
4"
CONCRETE (TYP)
& 1 HEAVY HEX NUT. ANCHOR 12" INTO
1"‘ H.S. (A325) ANCHOR BOLT w/WASHER
BOLT (TYP)
HOLE FOR ANCHOR
1�"‘x12" DRILLED
2"x9"x14" PL
5�
"(-)
(BY
CO
NT
RA
CT
OR)
FA
LS
EW
OR
K
ELEVATION SIDE VIEW
DOWNSTREAM GIRDERS SIMILAR
UPSTREAM GIRDERS OUTBOARD FACE,
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S8 S210000
11/04/2016
S. KING
M. LAWLER
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
BEARING REPLACEMENT PIER N-5
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
4/
2016 9:23
AM
Save:
11/
4/
2016 9:23
AM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S8_
Brg_
Repl_
N5.d
gn
ELASTOMERIC BEARING PAD DETAIL
X X! GIRDER
0.18
5"
0.18
5"
SECTION X-X
0.185" 0.185"
ALL SIDES (OPT)
1°30’ MOLD DRAFT
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
10"
15"
1"x6�"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:
HOLES
! 1�"‘
STIFFENER
! BRG
3"
4"
4"
3"
122 KIPTOTAL
62 KIPLIVE LOAD
60 KIPDEAD LOAD
(PER GIRDER LINE)
JACKING LOADS
APPROVED ANCHOR SYSTEM, (MNIMUM PULLOUT = 28,300 POUNDS).
INSTALL 1" DIA. ANCHOR BOLT SET IN 12" DEEP FIELD DRILLED HOLE WITH AN
SEE UNIQUE SPECIAL PROVISION FOR ADDITIONAL DETAILS AND REQUIREMENTS.
CONTRACTOR SHALL FIELD VERIFY.
ALL DIMENSIONS SHOWN ARE BASED ON EXISTING PLANS,
OVERLAY REPLACEMENT WORK DURING THAT PHASE.
COMPLETED PRIOR TO COMMENCEMENT OF THE JOINT REPLACEMENT AND
ALL JACKING AND BEARING REMOVAL/REPLACEMENT, PER PHASE, SHALL BE
NOTES:
DRAFT
Not for C
onstructio
n
STIFFENER
LONGITUDINAL
CUT ANGLES FOR TIGHT FIT.
STIFFENER (EACH SIDE OF GIRDER)
6x6x� TEMPORARY JACKING
TYP
�"‘ BOLTS
AFTER STIFFENER REMOVAL
RE-INSTALL BOLTS IN HOLES
GIRDER JACKING AND BEARING REMOVAL AT PIER N-8
INDICATES TO BE REMOVED
LEGEND
JA
CK
&
SHI
MS
AFTER STIFFENER REMOVAL
RE-INSTALL BOLTS IN HOLES
CUT ANGLES FOR TIGHT FIT.
STIFFENER (EACH SIDE OF GIRDER)
6x6x� TEMPORARY JACKING
6"1’-0"
2�" 2�"
5�"3’-3"
SPAN 8N
! BRG
! PIER N-8
SIDE RETAINER DETAIL
�"
�"
�"
8"
7�
"
2 REQUIRED AT EACH BEARING
1
! GIRDER
HENDERSON EVANSVILLE
4"
1’-3�
"(+/-)
VA
RIES
TO
1’-5�
"(+/-)
1
! GIRDER
BRG STIFFENER
2�" 2�"
BRG STIFFENER BRG STIFFENER
SHIM AS REQUIRED
9�
"
1’-0"
A1’-0"
TYP
�"
TYP
1"
1" (TYP)
TYP
�"
1" (TYP)
SEE DETAIL
SIDE RETAINER (TYP),
3
A
! ANCHOR BOLT ! ANCHOR BOLT
4�" 4�"
1-2�
"+/- BEVEL TO CLEAR WELDS
1"x3�"x7�" PL (EA FACE)
24
S
5�
TYP
�TYP
STIFFENER
! BEARING
NOTE: SIDE RETAINER NOT SHOWN FOR CLARITY.
�TYP
SECTION A-A
4
23
5
ELASTOMERIC BEARING REPLACEMENT
ELEVATION
CONCRETE (TYP)
& 1 HEAVY HEX NUT. ANCHOR 12" INTO
1"‘ H.S. (A325) ANCHOR BOLT w/WASHER
BOLT (TYP)
HOLE FOR ANCHOR
1�"‘x12" DRILLED
2"x9"x14" PL
5�
"(-)
1"x6�"x1’-2" PL5
1"x1"x8" KEEPER PLATE (EACH FACE)4
1"x1"x12" KEEPER PLATE (EACH FACE)3
SEE DETAIL, SHEET S8.
5.3"x10"x15" ELASTOMERIC BEARING PAD,2
INCLUDING BOLTS AND PLATES.
REMOVE EXPANSION SHOE ASSEMBLY, 1
NOTATIONS:
2"x14"x19" PL
(BY
CO
NT
RA
CT
OR)
FA
LS
EW
OR
K
PIER CAP
TOP OF
PIER CAP
TOP OF
ELEVATIONSIDE VIEW
DOWNSTREAM GIRDERS SIMILAR
UPSTREAM GIRDERS OUTBOARD FACE,
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S9 S210000
11/04/2016
S. KING
M. LAWLER
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
BEARING REPLACEMENT PIER N-8
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
4/
2016 9:22
AM
Save:
11/
4/
2016 9:24
AM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S9_
Brg_
Repl_
N8.d
gn
�TYP
4"
2�" 1�"
1’-2"
�"
�"
�"
�"
�"
HOLES
! 1�"‘
STIFFENER
! BRG
3"
4"
4"
3"
122 KIPTOTAL
62 KIPLIVE LOAD
60 KIPDEAD LOAD
(PER GIRDER LINE)
JACKING LOADS
APPROVED ANCHOR SYSTEM, (MNIMUM PULLOUT = 28,300 POUNDS).
INSTALL 1" DIA. ANCHOR BOLT SET IN 12" DEEP FIELD DRILLED HOLE WITH AN
SEE UNIQUE SPECIAL PROVISION FOR ADDITIONAL DETAILS AND REQUIREMENTS.
CONTRACTOR SHALL FIELD VERIFY.
ALL DIMENSIONS SHOWN ARE BASED ON EXISTING PLANS,
OVERLAY REPLACEMENT WORK DURING THAT PHASE.
COMPLETED PRIOR TO COMMENCEMENT OF THE JOINT REPLACEMENT AND
ALL JACKING AND BEARING REMOVAL/REPLACEMENT, PER PHASE, SHALL BE
NOTES:
DRAFT
Not for C
onstructio
n
GU
TT
ER
LIN
E
PLIN
TH
PLIN
TH
SHOWING REMOVAL
SHOWING REMOVAL
SHOWING NEW CONSTRUCTION
SHOWING NEW CONSTRUCTION
1
A A
NOTATIONS:
A A
EXISTING PLAN
SHOWING PROPOSED
STING SECTION A-AEXI PROPOSED SECTION A-A
DEEP (TYP)
SAW CUT 1"
PROPOSED PLAN
INTO NEW CONSTRUCTION (TYP)
BLASTED CLEAN AND INCORPORATED
SHALL BE STRAIGHTENED, SAND-
EXPOSED EXIST REINFORCEMENT
2
BONDED CONST JT
43
TO BE REMOVED
INDICATES AREA OF EXISTING CONCRETE
LEGEND
SECTION THRU EXISTING JOINT SECTION THRU PROPOSED JOINT
BONDED CONSTRUCTION JOINT5
�"‘x6" STUD4
PL �"x8"3
PRE-COATED SURFACE
EXPANDING SEALANT SYSTEM WITH SILICONE
�" PREFORMED, PRECOMPRESSED, SELF2
EXISTING COPPER STRIP TO BE REMOVED1
�" JOINT
! EXIST
JOINT
EXPANSION
! PROP
JOIN
T
EX
PA
NSIO
N
!
PR
OP
TY
P
CO
NS
T J
T
BO
ND
ED
MIX OVERLAY (TYP)
WATERPROOFING
2" ASPHALT
SHOWING REMOVAL
" REMOVAL & REPLACEMENT43EXISTING EXPANSION JOINT
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
11/
3/
2016 2:20
PM
Save:
11/
3/
2016 2:21
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S10-
S11-
S12_
Exp
&
Fin
ger Jt
Repl.dgn
AT TRUSS JOINTS LS5, LF0 (2 LOCATIONS), LF4, LF8, LS0 , LA0, LA4 & LA8
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S10 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
EXPANSION JOINT REPLACEMENT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:20
PM
Save:
11/
3/
2016 2:21
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S10-
S11-
S12_
Exp
&
Fin
ger Jt
Repl.dgn
2’-
0"
2’-
0"
2’-
0"
2’-
0"
2’-0" 2’-0" 2’-0" 2’-0"
�" J
OIN
T
!
EXIS
T
GUTTER TO GUTTER
PAY LIMITS FOR EXP JT
2
�
")
�" (+/-
CL
EA
R
2"
MA
X
2"
4�
"
GU
TT
ER
LIN
E 1
PLIN
TH
PLIN
TH
12" MAX
TYP
6"
3
4
+/-
7�
"
+/-
7�
"
3"
55
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
"
FOR LIMITS OF PHASED CONSTRUCTION SEE SHEET S7.
WATERPROOFING MIX OVERLAY BID ITEM.
IS EXCLUDED FROM THE MEASURED QUANTITY FOR 2" ASPHALT
THE AREA WITHIN THE LIMITS OF EXPANSION JOINT REPLACEMENT
CONCRETE.
ROUGHEN EXISTING CONCRETE WHEN IN CONTACT WITH NEW
EXIST CONCRETE.
SEE GENERAL NOTES FOR BONDING NEW CONCRETE TO
TOP & BOTTOM TRANSVERSE REINFORCEMENT IN OVERHANG.
EXIST CONCRETE FOR PROP EXP JOINT, AS NOT TO CUT EXIST
CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN REMOVING
NOTES:
DRAFT
Not for C
onstructio
n
ABUTMENT S-20 PIER N-8
SHOWING REMOVAL SHOWING NEW CONSTRUCTION
21
3
4
44
4
4
1 2
5
MOVEMENT (IN)"A" (°F) MOVEMENT (IN)"B" (°F)
NOTATIONS:
MIX (TYP)
WATERPROOFING
2" ASPHALT
MIX (TYP)
WATERPROOFING
2" ASPHALT
1" DEEP
SAW CUT
A
A A
A
TY
P
CO
NS
T J
T
BO
ND
ED
PLIN
TH
PLIN
TH
SHOWING REMOVAL
EXISTING PLANSHOWING NEW CONSTRUCTION
PROPOSED PLAN
SHOWING REMOVAL
SECTION A-ASHOWING PROPOSED
SECTION A-A
1" DEEP
SAW CUT
A
A
SHOWING REMOVAL
EXISTING PLAN
A
A
TY
P
CO
NS
T J
T
BO
ND
ED
PLIN
TH
PLIN
TH
SHOWING NEW CONSTRUCTION
PROPOSED PLAN
SHOWING PROPOSED
GROOVE
�" DRIP
! GIRDER
TYPICAL CURB & PLINTH
HENDERSON EVANSVILLE HENDERSON EVANSVILLE
INCORPORATED INTO NEW CONSTRUCTION.
STRAIGHTENED, SAND BLASTED CLEAN, AND
EXPOSED EXSIT REINFORCEMENT SHALL BE6
SEALANT SYSTEM WITH SILICONE PRE-COATED SURFACE
2�" PREFORMED, PRECOMPRESSED, SELF EXPANDING 5
BONDED CONSTRUCTION JOINT4
SEALANT SYSTEM WITH SILICONE PRE-COATED SURFACE
3�" PREFORMED, PRECOMPRESSED, SELF EXPANDING 3
SPACING, SHEET S10
�"‘x6" STUD (SEE SECTION THRU PROP JOINT FOR 2
PL �"x8"1
EXISTING FINGER JOINT REMOVAL & EXPANSION JOINT REPLACEMENT AT ABUTMENT S-20, PIER N-8
3 5
KYTC DRAWING NO. 27600
1
2
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S11 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER JT REPLACEMENT ABUT S-20 & PIER N-8
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:42
PM
Save:
11/
3/
2016 1:43
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S10-
S11-
S12_
Exp
&
Fin
ger Jt
Repl.dgn
�")
�" (+/-2’-0"
2’-0" 2’-0"
! PIER N8
�")
�" (+/-
TY
P
2"
TY
P
4�
"
TY
P
2"
TY
P
4�
"
"A"
TABLE
MOVEMENT
120
4.375
3.125
1.875
0
60
TABLE
MOVEMENT
120
0
60
3.25
2.25
1.25
"B"
GU
TT
ER
LIN
E
CO
NC
RE
TE
2’-
0"
CO
NC
RE
TE
3�
"
PLIN
TH
PLIN
TH
�"‘x6" STUD
"A"
GU
TT
ER
LIN
E
1’-1"
2’-
11"
GU
TT
ER
LIN
E
CO
NC
RE
TE
2’-
0"
PLIN
TH
PLIN
TH
CO
NC
RE
TE
2’-
0"
�"‘x6" STUD
"B"
GU
TT
ER
LIN
E
2’-
7�
"2’-
6"
9"
1’-0"
1�"
2" 1’-11�"
3" 8"
1’-2"
1�" 10�" 2’-1�"
EXIS
TM
AT
CH
�"
6
EX
PA
NSIO
N J
OIN
T
1’-9�
" A
T 60°
1" DEEP
SAW CUT
1" DEEP
SAW CUT
EX
PA
NSIO
N J
OIN
T
1’-91#
2"
AT 60°
10"
1�"
1’-0"
1’-6"
1" DEEP
SAW CUT
1" DEEP
SAW CUT
! PIER N-8
FOR LIMITS OF PHASED CONSTRUCTION SEE SHEET S7.
WATERPROOFING MIX OVERLAY BID ITEM.
IS EXCLUDED FROM THE MEASURED QUANTITY FOR 2" ASPHALT
THE AREA WITHIN THE LIMITS OF EXPANSION JOINT REPLACEMENT
ROUGHEN EXISTING CONCRETE WHEN IN CONTACT WITH NEW CONCRETE.
SEE GENERAL NOTES FOR BONDING NEW CONCRETE TO EXIST CONCRETE.
TOP & BOTTOM TRANSVERSE REINFORCEMENT IN OVERHANG.
EXIST CONCRETE FOR PROP EXP JOINT, AS NOT TO CUT EXIST
CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN REMOVING
NOTES:
DRAFT
Not for C
onstructio
n
MOVEMENT (IN)"A" (°F)
1
3
2
4
4
A
A
SHOWING REMOVAL
EXISTING PLANSHOWING NEW CONSTRUCTION
PROPOSED PLAN
A
A
SHOWING REMOVAL SHOWING PROPOSED
SECTION B-B SECTION B-B
B BB B
SHOWING REMOVAL
SECTION A-A
SHOWING PROPOSED
1" DEEP
SAW CUT
1" DEEP
SAW CUT
BAR (TYP)
1"x�" ANCHOR
#5 STIRRUP
#6 TRANSVERSE
LEGEND
DIAPHRAGM
REMOVE EXISTING
SOUTH APPROACH SIDE
TRUSS SIDE
SOUTH APPROACH SIDE
TRUSS SIDE
#5 STIRRUP
#4 OVERHANG BAR#4 OVERHANG BAR
DIAPHRAGM
REMOVE EXISTING
SECTION A-A
! STRINGER ! STRINGER
�" DRIP GROOVE
#4 BAR (LAP WITH EXPOSED EXIST REINF) TYP
1-#6 BTM TRANVERSE REINF (STRAIGHT) 1-#6 BTM TRANVERSE REINF (STRAIGHT)
SAW CUT (1" DEEP)SAW CUT (1" DEEP)
CONSTRUCTION (TYP)
INCORPORATED INTO NEW
BLASTED CLEAN AND
SHALL BE STRAIGHTENED, SAND-
EXPOSED EXIST REINFORCEMENT
NOTATIONS:
EXIST TRANSVERSE REINF)
#6 TRANSVERSE REINF (MATCH
! EXIST FLOORBEAM ! EXIST FLOORBEAM
! EXIST FLOORBEAM ! EXIST FLOORBEAM
MIX (TYP)
WATERPROOFING
2" ASPHALT
WEBS (4 LOCATIONS)
THROUGH CRACKS IN STRINGER
DRILL 1" DIA. CRACK ARREST HOLES5
BONDED CONSTRUCTION JOINT4
SILICONE PRE-COATED SURFACE
EXPANDING SEALANT SYSTEM WITH
2�" PREFORMED, PRECOMPRESSED, SELF 3
SHEET S10)
PROPOSED JOINT FOR SPACING,
�"‘x6" STUD (SEE SECTION THRU 2
PL �"x8"1
HENDERSON EVANSVILLE
(EACH SIDE OF STRINGER)
�"‘x5" STUDS
#5 STRAIGHT
(EA SIDE OF STRINGER)
�"‘x5" STUDS
REMOVED
AND CONCRETE TO BE
PLATES, SLIDING PLATES,
EXISTING FINGER JOINTS,
INDICATES AREA OF
PLIN
TH
PLIN
TH
TY
P
CO
NS
T J
T
BO
ND
ED
TY
P
CO
NS
T J
T
BO
ND
ED
KYTC DRAWING NO. 27600
3
MIN. MIN.
5
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S12 S210000
11/04/2016
M. LAWLER
R. YOUNG
J. HUMBERT
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER JOINT REPLACEMENT PIER A
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:43
PM
Save:
11/
3/
2016 1:44
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S10-
S11-
S12_
Exp
&
Fin
ger Jt
Repl.dgn
SHEET S7.
FOR LIMITS OF PHASED CONSTRUCTION SEE
WATERPROOFING MIX OVERLAY BID ITEM.
MEASURED QUANTITY FOR 2" ASPHALT
JOINT REPLACEMENT IS EXCLUDED FROM THE
THE AREA WITHIN THE LIMITS OF EXPANSION
CONTACT WITH NEW CONCRETE.
ROUGHEN EXISTING CONCRETE WHEN IN
CONCRETE TO EXIST CONCRETE.
SEE GENERAL NOTES FOR BONDING NEW
OVERHANG.
BOTTOM TRANSVERSE REINFORCEMENT IN
EXP JOINT, AS NOT TO CUT EXIST TOP &
WHEN REMOVING EXIST CONCRETE FOR PROP
CONTRACTOR SHALL TAKE EXTRA PRECAUTION
NOTES:
TABLE
MOVEMENT
120
0
60
4.0
2.75
1.5
"A"
4" MIN. 4" MIN.
CO
NC
RE
TE
2’-
0"
CO
NC
RE
TE
2’-
0"
GU
TT
ER
LIN
E
PLIN
TH
PLIN
TH
"A"
1’-5�
"8"
3"
9"
1’-11�"2" 1’-0"
10�" 2’-0" 1�"30’-0" +/-
1�"
CONCRETE
2’-0"
CONCRETE
2’-0"
(TY
P)
2"
(TY
P)
4�
"
1’-3"1’-3"
�" (+/- �")
4’-
3"
4’-
3"
�"‘x5" STUD
�"
EXIS
TM
AT
CH
7�"
1’-10�
"
7�
"3"
1’-11�
"
8"
�"
1’-0�"2"
1’-2�
"GUTTERLINE
1’-3" MIN AT
9�
"
5�"
5�
"
3’-9�"
1’-0�"
2’-9"
(TYP)
10�" +/-
(TYP)
2’-0" +/-
1�" +/- (TYP)
BAR BENDS) & BTM (STRAIGHT)
5 EA-#6 AT EQ SPA TOP (SEE
BAR BENDS) & BTM (STRAIGHT)
5 EA-#6 AT EQ SPA TOP (SEE
EXIST #4) 20 REQUIRED
#5 STIRRUP (SPA WITH
TYP
1�" CL
AT 12"
#4 BARS
EX
PA
NSIO
N J
OIN
T
4’-
6"
AT 60°
AN
D
ST
EE
L
BR
AC
KE
TS
ST
EE
L S
LIDIN
G
PL
AT
ES
EXPANSION JOINT
4’-6" (AT 60°)
#5 STIRRUP
#5 STRAIGHT
5
2’-0�"
#5 STRAIGHT (SPA WITH EXIST #4)
OF BRIDGE AT EXPANSION JOINTS)
STEEL BRACKETS (4 EACH SIDE)
GU
TT
ER
LIN
E
�"‘x6" STUD
2’-1"14’-9"15’-0"2’-1"
30’-3"
! BRIDGE
10"
2’-3" 2’-3"
10"
3"
COUPLER
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
AT PIERS S-3 AND N-5
JOINT AND DRAINAGE SYSTEM REMOVAL JOINT AND DRAINAGE SYSTEM REMOVAL AT PIER S-11
AT PIERS S-7 & S-15
JOINT AND DRAINAGE SYSTEM REMOVAL
SPAN 4S OR 6N SPAN 3S OR 5N
1 1
1 1 1 1
1 1
DIAPHRAGM
REMOVE EXISTING
3’-0" +/-
3’-0" +/-
AT PIER E
JOINT AND DRAINAGE SYSTEM REMOVAL
1 1
SAW CUT
1" DEEPSAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEP
SAW CUT
1" DEEPSAW CUT
1" DEEP
SAW CUT
1" DEEP
3’-6" +/-
3’-6" +/-
3’-6" +/-
3’-6" +/-
3’-6" +/-
3’-6" +/-
3’-0" +/-
3’-0" +/-
DRAINAGE SYSTEM
CURB SLIDING PLATES AND
EXISTING EXPANSION JOINT,
2’-11" +/- AT 60° LIMITS OF
DRAINAGE SYSTEM
CURB SLIDING PLATES AND
EXISTING EXPANSION JOINT,
2’-8�" +/- AT 60° LIMITS OF
DRAINAGE SYSTEM
CURB SLIDING PLATES AND
EXISTING EXPANSION JOINT,
2’-8�" +/- AT 60° LIMITS OF
PLATES AND DRAINAGE SYSTEM
EXPANSION JOINT, CURB/PLINTH SLIDING
4’-5�" +/- AT 60° LIMITS OF EXISTING
SLIDING PLATES
CURB/PLINTH
JOINTS)
OF BRIDGE AT EXPANSION
STEEL BRACKETS (4 EACH SIDE
REMOVE EXISTING DIAPHRAGMS
TRUSS SIDE APPROACH SIDE
SLIDING PLATES AND DRAINAGE SYSTEM
LIMITS OF EXISTING EXPANSION JOINT, CURB/PLINTH
4’-2"+/- AT 60° (LS0) OR 5’-3"+/- AT 60° (LS0’)
AT PANEL POINTS LS0 AND LS0’
JOINT AND DRAINAGE SYSTEM REMOVAL
EXISTING DIAPHRAGM/CROSS FRAME TO REMAIN1
NOTATIONS
AT LS0, LS0’ AND PIER E
PLINTH AND CURB REMOVAL
AT JOINTS.
REMOVE EXISTING DRAINAGE SYSTEM
DAMAGED REINFORCEMENT.
REINFORCEMENT. REPLACE ANY
CLEAN AND STRAIGHTEN EXISTING
NOTE:
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S13 S210000
11/04/2016
M. LAWLER
S. PARSONS
S. PARSONS
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER JOINT REMOVAL
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:44
PM
Save:
11/
3/
2016 1:45
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S13_
Fin
ger_Joint_
Re
moval.dgn
DRAFT
Not for C
onstructio
n
C
C
A
B
A
B
KYTC DRAWING NO. 27600PART SECTION A-A PART SECTION B-B
1�"
1�"
DETAIL
SEE FINGER
1�"
FINGER DETAIL
! EXP JT
AB
A
C
C
TY
P
�"
MIN
D
TYP
3"
TYP
3"
AND REINFORCEMENT
PART PLAN - SHOWING ANCHOR PLATES PART PLAN - SHOWING FINGER PLATES
AB
OU
T !
EX
PA
NSIO
N J
OIN
T
REIN
FO
RC
EM
EN
T
SY
MM
ET
RIC
AL
AB
OU
T !
EX
PA
NSIO
N J
OIN
T
AN
CH
OR
PL
AT
ES
SY
MM
ET
RIC
AL
14 SPA AT 12" = 14’-0"
1’-6"8 SPA AT 18" = 12’-0"1’-6"
6"
15’-0"17’-1" 1’-11�"
PLATE (TYP)
REBAR ANCHOR
PLATE (TYP)
STUD ANCHOR
CONSTRUCTION JOINT
! BRIDGE AND ! PHASED
9"4 SPA AT 1’-6" = 6’-0"1’-6"4 SPA AT 1’-6" = 6’-0"9"
6"
1�"
4"
4"
4" 4"
2�" FINGER PLATE
�" CONNECTION PLATE
STUD ANCHOR PLATE
REBAR ANCHOR PLATE
�"‘ VENT HOLE
BA
12"11 SPA AT 6" = 5’-6"2’-0"11 SPA AT 6" = 5’-6"12"
PART SECTION A-A PART SECTION B-B
CONSTRUCTION JOINT
! BRIDGE AND ! PHASED
CONSTRUCTION JOINT
! BRIDGE AND ! PHASED
DRAINAGE NOT SHOWN FOR CLARITY
NOTE:
SHEET S16.
SEE FINGER JOINT DIMENSIONS,
FOR DIMENSIONS A, B, C & D
NOTE:
#4 OVERHANG BAR
#5 STIRRUPS (TYP)
#5 STIRRUPS (TYP)
#4 OVERHANG BAR
1
1
LONG REINF & STIRRUP SPA
ANCHOR PLATE SPACING
BOLT HOLE SPACING
�" �"
#4 BAR (LAP w/ EXIST REINF)
#4 BAR (LAP w/ EXIST REINF)
#4 BAR (LAP w/ EXIST REINF)
#4 BAR (LAP w/ EXIST REINF)
1�" CL (TYP)
1�" CL (TYP)
(FINGER PLATES NOT SHOWN FOR CLARITY)
APPROACH BRIDGES
TRUSS BRIDGE
2
2
2 2
2
3
3 3
5
6
AND CURB
PLINTH
AND CURB
PLINTH
GUTTER LINE GUTTER LINE
BULKHEAD PLATE
�
�
4
MIN LAP
3’-0"
1-#6 TRANSVERSE REIN (EF)
3-#6 TRANSVERSE REIN
4
4
(TYPICAL)
SEE DETAIL A
TYPICAL FOR JOINTS AT PANEL POINTS LS0, LS0’ AND PIERS E.
TYPICAL FOR JOINTS AT PIERS S-15, S-11, S-7, S-3 AND N-5.
LAP PHASE 2 BARS WITH PHASE 1 BARS.
EXTEND PHASE 1 BARS 3’-0" (MIN) PAST CENTERLINE OF BRIDGE.
PANEL POINTS LS0, LS0’, PIERS E AND N-5.
TYPICAL FOR JOINTS AT PIERS S-15, S-11, S-7, S-3,
MATCH BRIDGE CROSS SLOPE.
#6 TRANSVERSE REINFORCEMENT WITH #6 MECHANICAL COUPLERS (EF)
NOTATION:
5
6
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S14 S210000
11/04/2016
M. LAWLER
R. CATRON
S. PARSONS
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER EXPANSION JOINT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:55
PM
Save:
11/
3/
2016 1:56
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Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S14_
Fin
ger_Jt_
Pla
n&
Elv.d
gn
TYP
2"
AFTER WELDING
�" ‘ �" HIGH
1" TYP2"
ON FINGER PLATES
ANTI-SKID PATTERN
1" T
YP
2"
TY
P
2"
FINGER PLATE
�" CONNECTION PLATE
TYP�
�"‘ BOLT w/WASHER
COUNTERBORED HOLE FOR
NUT & 2 WASHERS
�"‘ HS BOLTS w/
AN APPROVED ADHESIVE. (TYPICAL)
PVC CAPS, ATTACH TO STEEL WITH
PROVIDE PROTECTIVE LEAKPROOF
DETAIL ADRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
6"1’-0"4" 4"1’-0"6"
�" �"
BTM OF DIAPH AT RC
BTM OF DIAPH AT GL
LAP (TYP)
2’-0" MIN
6"1’-0"4" 4"1’-0"6"
�" �"
BTM OF DIAPH AT RC
BTM OF DIAPH AT GL
LAP (TYP)
2’-0" MIN
SECTION C-C
SECTION C-C
AT PIER S-11
6"1’-0"4" 4"1’-0"6"
�" �"
BTM OF DIAPH AT RC
BTM OF DIAPH AT GL
LAP (TYP)
2’-0" MIN
SECTION C-C
AT PIERS S-15 & S-7
SECTION C-C
AT PIER E
SECTION C-C
SECTION C-C
JOINT AT LS0
JOINT AT LS0’
�"
TRUSS BRIDGE NORTH APPROACH BRIDGE
�" �"LAP (TYP)
2’-0" MIN
�"LAP (TYP)
2’-0" MIN
�" �"LAP (TYP)
2’-0" MIN
�"
TYP
3" MAX
OR CROSS FRAME
EXIST STEEL DIAPH
H
H/2
H/2
SHEAR STUD DETAIL
SEE SHEAR STUD DETAIL
ABA
ABA
ABA
4"1’-0"6"ABA6"1’-0"4"
4"1’-0"6"ABA6"1’-0"4"
C
D
C
D
C
D
C
D
C
D
C
D
�"
4" AT LS0’
3" AT PIER E
S-15, N-5 & AT LS0
2" AT PIERS S-3, S-7, S-11,
FINGER TAPER DETAIL
AT PIER S-3 & N-5
(TYP)
LONGITUDINAL REINFORCEMENT
SPA #5 BARS w/ EXISTING
(TYP)
LONGITUDINAL REINFORCEMENT
SPA #5 BARS w/ EXISTING
#6 TRANSVERSE BARS (TYP)
#5 STIRRUP (TYP)
#6 TRANSVERSE BARS (TYP)#5 STIRRUP (TYP)
(TYP TRUSS BRIDGE)
CONN PL TO ! HOLE
1’-5" +/- FROM BTM
2�"
TYP
7"DRILLED HOLE SPA
6"1’-0"4" 4"1’-0"6"ABA
UNIT 1, SPAN 4N
UNIT 2, SPAN 4S
UNIT 2, SPAN 5N
UNIT 1, SPAN 3S
1 1
1 1
1 11 1
1 1
1 1
1
2
3
2
3
2
2
2
2
2 3
3
3
3
3
SEE SHEET S17 FOR DRAINAGE SYSTEM DETAILS.
SEE SHEET S16 FOR ANCHOR PLATE DETAILS.
NOTES:
(TYPICAL
GIRDERS/STRINGERS
1’-6" MAX BETWEEN
SPA SHEAR STUDS AT
SPA 1’-6" MAX
AND LS0’ ONLY)
PIER E, LS0
SHEAR STUD (AT
�"‘x6" WELDED
4" 7"
2�" = 7�"
3 SPA AT
10�
"
1�"
1�" 1�"3"
AT STRINGER
VIEW LOOKING
AT DIAPHRAGM
VIEW LOOKING
DIAPHRAGM CONNECTION PLATE
BENT PL �" x 10�" x 0’-11"
SEE SHEAR STUD DETAIL
SEE SHEAR STUD DETAIL
SEE SHEAR STUD DETAIL
SEE SHEAR STUD DETAIL
SEE SHEAR STUD DETAIL
4
5
5
4
4
(TYPICAL)
FOR REINFORCING TO PASS THRU.
DRILL 1�"‘ HOLES IN STRINGERS
(TYPICAL)
FOR REINFORCING TO PASS THRU.
DRILL 1�"‘ HOLES IN STRINGERS
4
4
4 4
*
ORDERING PLATES
DIMENSIONS BEFORE
FIELD VERIFY
**
*
**
�TYP
�TYP
�TYP
�TYP
�TYP
�TYP
SHEAR STUDS
�"‘ x 4" WELDED
(TYPICAL)
TO PASS THRU.
FOR REINFORCING
IN STRINGERS
DRILL 1�"‘ HOLES
CRACKS IN STRINGER WEB.
DRILL 1"‘ CRACK ARREST HOLES THRU
CONNECTION BENT PLATE.
SMOOTH PRIOR TO INSTALLING DIAPHRAGM
DIAPHRAGM (IN ALL BAYS. GRIND WELD
REMOVE CONNECTION TAB (STRINGER TO
�" CONNECTION PLATE
2�" FINGER PLATE
WITH WASHER. SEE DETAIL A, SHEET S14.
! COUNTERBORED HOLE FOR �"‘ BOLT
NOTATION:
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S15 S210000
11/04/2016
M. LAWLER
R. CATRON
S. PARSONS
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER EXPANSION JOINT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:57
PM
Save:
11/
3/
2016 1:58
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Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S15_
Fin
ger_Jt_
Sectio
ns_
CC.d
gn
DRAFT
Not for C
onstructio
n
#6 TRANSVERSE
#4 OVERHANG BAR#4 OVERHANG BAR
KYTC DRAWING NO. 27600
3"
�"
�"
3"
1�"
1�"
4"
3"
1�"
5"
3�
"1�
"
10"
9"
TO ANCHOR PLATE
#5 STIRRUP WELDED
3"
BULKHEAD PLATE
�
�
1
2
1
2
1
2
REBAR ANCHOR PLATE
REBAR ANCHOR PLATE
STUD ANCHOR PLATE
STUD ANCHOR PLATE
APPROACH BRIDGE ANCHOR PLATE DETAILS
TRUSS BRIDGE ANCHOR PLATE DETAILS
3
4
10"
PLATE
BULKHEAD
1�"
1�"
6"
10"
3"
3"
3"
�"
�"
3"
1�"3�"
2"
1�"
6"
10"
1
�
2 2
1
BULKHEAD PLATEPLATE
BULKHEAD
TO ANCHOR PLATE
#5 STIRRUP WELDED
�" ANCHOR PLATE �" ANCHOR PLATE�" ANCHOR PLATE �" ANCHOR PLATE�
SAWCUT LINEMIN
6"
OVERLAY
EXISTING
INSTALLATION BEAM
SHIPPING BRACKETS
SHIPPING RODS
BLOCKING
NEW REINFORCEMENT
REQUIRED
SHIM AS
BLOCKING &
JOINT INSTALLATION DETAIL
DETAIL SIMILAR AT ALL OTHERS
SHOWN AT PIER S-3 JOINT
CONNECTION BOLTS.
SHIPPING BRACKETS, THEN REPLACE SHIPPING RODS WITH
STRENGTH, REMOVE THE INSTALLATION BEAMS AND
AFTER CONCRETE HAS REACHED 4000 PSI COMPRESSIVE5.
FORM AND PLACE THE CONCRETE DIAPHRAGM4.
REQUIRED, PLACE NEW REINFORCING
REPLACE DAMAGED TRANSVERSE REINFORCEMENT AS3.
PLATES WITH THE TOP OF THE DECK OVERLAY.
AS REQUIRED TO ALIGN THE TOP SURFACE OF THE FINGER
SUPPORT INSTALLATION BEAMS ON BLOCKING AND SHIMS2.
OF TWO INSTALLATION BEAMS.
TRANSPORT FINGER JOINT ASSEMBLIES WITH A MINIMUM1.
INSTALLATION NOTES:
11"
4�
"
7"
2’-0"
9"
1’-6"
2’-0"
2’-1"
1’-0"
5�
"
2’-0"
2’-0"
1’-11�"
TRUSS BRIDGE
APPROACH BRIDGE
TRUSS BRIDGE APPROACH BRIDGE
#5 SLAB REINFORCEMENT
#5 DIAPHRAGM STIRRUP
34’-5"
! BRIDGE
10"
2’-3" 2’-3"
10"
7�"
2’-
0"
1’-10
"
2’-0"
3"
7�
"
2’-0"
2�" 1’-1"
1"
1’-2"
5
5
5
6
7
7
7
6 6 6 6
7 7
MIN LAP
3’-0"
2’-1"15’-2"
18’-2"2’-1"
30’-3"
! BRIDGE
10"
2’-3" 2’-3"
10"
TRUSS BRIDGE APPROACH BRIDGE
2’-1"15’-1�"15’-1�"2’-1"
�" CONNECTION PLATE
2�" FINGER PLATE
AS SHOWN IN PLAN, SHEET S14.)
STRINGERS, EACH SIDE BETWEEN STRINGERS,
! �"‘ x 6" SHEAR STUDS (ONE SIDE ONLY AT
�" COLLECTOR PLATE
�" SPLASH PLATE
3"‘ HOLE FOR REINFORCEMENT PASS THRU
�"‘ VENT HOLE
NOTATIONS
COUPLER
#6 MECHANICAL
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S16 S210000
11/04/2016
M. LAWLER
R. CATRON
S. PARSONS
M.LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER EXPANSION JOINT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 1:59
PM
Save:
11/
3/
2016 2:22
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V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S16_
Fin
ger_Jt_
Det.d
gn
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
B
B
2’-8"
1’-4"
9"
1’-2"
1’-6"
& SECTION
COLLECTOR BOX ELEVATION
1�"
2"
�" PLATE (TYP)
TROUGH AT LSO’
1’-5�"
1’-5�"
1’-0"
2�
"
1�"
2�
"
3"1’-0"
2"
1"
9"
3�
"
1’-0"
9" 2"
2�
"
3"
8�"
8�"
TROUGH AT PIER E
S-7, S-11, S-15, & N-5
TROUGH AT PIER E, S-3, 11�"
8�"
SPLASH PLATE
COLLECTOR PLATE
SPLASH PLATE
COLLECTOR PLATE
COLLECTOR PLATE
SPLASH PLATE
6"‘ SCHEDULE 40 PIPE (TYP)
! DRAIN
! DRAIN
ELEVATION
6"
MIN
PIPE SUPPORTPIPE SUPPORT
BOX DETAIL
SEE COLLECTOR
BOX DETAIL
SEE COLLECTOR
COLLECTOR PLATE
SPLASH PLATE &
6"
MIN
PIPE SUPPORTPIPE SUPPORT
USED.
WITH NO ELBOW SHOULD BE
PIER, A STRAIGHT DRAIN PIPE
WHEN EXP JOINT IS NOT OVER
NOTE:
SECTION B-B
ELEVATION & SECTION
FINGER JOINT DRAIN
�" PL
�" BENT PL
BULKHEAD PLATE)
! VENT HOLE (MATCH
�
PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION
TYPICAL SECTION AT APPROACH JOINT
TYPICAL SECTION AT TRUSS JOINT
PHASE 1 CONSTRUCTION PHASE 2 CONSTRUCTION
BTM FLANGE
FROM PIER
2’-6" MIN
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S17 S210000
11/04/2016
M. LAWLER
R. CATRON
S. PARSONS
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER EXPANSION JOINT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:00
PM
Save:
11/
3/
2016 2:23
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Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S17_
Fin
ger_Jt_
drain
age.d
gn
2"
1�"
12"
8�"7 SPA AT 24" = 14’-0" (c/c STIFFENERS)1’-6"1’-6"6 SPA AT 24" = 12’-0" (c/c STIFFENERS)8�"
TOP OF COLLECTOR TRAY
TOP OF SPLASH PLATEBTM OF CONNECTOR PLATE
TOP OF BULKHEAD PLATE AND�" CONNECTOR PLATE
15’-2�"15’-2�"
1’-0"
8�"7 SPA AT 24" = 14’-0" (c/c STIFFENERS)1’-6"1’-6"6 SPA AT 24" = 12’-0" (c/c STIFFENERS)8�"
1�"
6�
"
6"
1�"
2�" FINGER PLATE
1’-5"+/- AT PIER D
1’-9"+/- AT PIER A
6"‘ SCHEDULE 40 PIPE
�" THICK FABRIC PAD
PIPE SUPPORT SECTION
�" PIPE CLAMP
5�"5�"VARIES3"
FOR �"‘ HS BOLTS
FIELD DRILL HOLE
TO SNUG FIT
NUTS, TIGHTEN
WITH DOUBLE
!�" ‘ HS BOLTS
2"
10�"
8"1�"
3"3"
0�
"8�
"
14’-0�"1’-6�"6 SPA AT 24" = 12’-0" (c/c STIFFENERS)
15’-2�"15’-2�"
3"6"1�" 5�
"
BTM OF CONNECTOR PLATE
TOP OF BULKHEAD PLATE AND�" CONNECTOR PLATE
2�" FINGER PLATE
TOP OF COLLECTOR TRAY
SYMMETRICAL ABOUT ! OF BRIDGE
! BRIDGE
DRAFT
Not for C
onstructio
n
KYTC DRAWING NO. 27600
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
SHEET S15.
SEE FINGER JOINT DIMENSIONS,
FOR DIMENSIONS A THRU D,
NOTE:
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S18 S210000
11/04/2016
M. LAWLER
R. CATRON
S. PARSONS
M. LAWLER
HENDERSON COUNTY, KENTUCKY
FINGER JOINT REMOVAL
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:01
PM
Save:
11/
3/
2016 2:01
PM
Foy,
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Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S18_
Fin
ger_Jt_
Curb-
Barrier_
Platin
g.d
gn
�" 1�"1’-11�"
1’-0"3�"
4"
9�
"�
"
11�"1’-1"
10�
"1�
"
*
**
*
*
* *
*
*
EXISTING DECK / CURB
FIELD VERIFY TO MATCH
COVER PL
CONNECTION PL
4�"7"6"
7"
7"
3"
4"
9�"2’-0"1�"
1’-0" 4"
4"
9"
9"
4"
9"
3"
9�
"
�"
1’-5�
"COVER PLATE
CONNECTION PLATE
7"7"4�"
1’-2�
"1�
"
*
*
**
**
B
D
8" = 1’-4"
2 SPA AT
8" = 1’-4"
2 SPA AT
9"6" 9" 6"
2�" 2�"
�"
A
AB
STUDS (TYP)
6"‘ WELDED SHEAR
8" = 1’-4"
2 SPA AT2�"
8" = 1’-4"
2 SPA AT 2�"
SHEAR STUDS
! 6"‘ WELDED
SHEAR STUDS
! 6"‘ WELDED
FINGER PLATE
FINGER PLATE
BULKHEAD PLATE
BULKHEAD PLATE
�" COVER PLATE
A
�" COVER PLATE
PLATE
�" CONNECTION
A
PLATE
�" CONNECTION
1’-10"D1’-10"
(TYP)
SHEAR STUDS
6"‘ WELDED
PLATE
SLIDING
�" BENT
ELEVATION - PLATING FOR CURB
ELEVATION - PLATING FOR CURB & PLINTH
SECTION A-A
SECTION B-B
A
B
B
A
�
NO WELD
FIELD WELD
LIMITS OF
(TYPICAL AT LS0, LS0’ & PIER E)
(TYPICAL AT PIERS S-15, S-11, S-7, S-3 & N-5)
�" BENT SLIDING PL
1’-9�" 1’-9�"
4’-4�" LS0, 5’-4�" LS0’ & 4’-10" PIER E
TO SLIDE OVER CONCRETE
FREE AREA FOR BENT PLATE
DRAFT
Not for C
onstructio
n
2-L3x3x�
TYP
1 RETURN
6" MIN
LEVEL
TYP
1 RETURN
6" MIN
TYP
�" GUSSET PL (TYP)
MIN
4"
2-L3x3x�
EACH END)
1 RETURN (TYP
W12x65
TIGHT FIT (TYP)LEVEL
REMOVAL AND REPLACEMENT OF DIAPHRAGM
12
W12x58
2-L3x3x�
TYP
3" MIN
2-L3x3x�
5’-
0"
6’-
0" M
IN
1
1
LEVEL
TYP
�
TYP�
TYP
�
TYP
�" GUSSET PL
REMOVAL AND REPLACEMENT OF DIAPHRAGM AT PIER N-8
EXIST L3x3x�EXIST L3x3x�
EXIST L3x3x�
GUSSET PL
EXIST �"
SECTION A-A
A
A
AT PIER S-15: REPLACE BAY 1 (SPAN 15S) DIAPHRAGM
AT ABUT S-20: REPLACE ALL (4) DIAPHRAGMS
LEGEND
INDICATES LIMITS OF SEVERE CORROSION
2-EXIST L3x3x�
2-EXIST L3x3x�
GUSSET PL
EXIST �"
STRINGER REPAIR AT PIER N-5
3" 4 SPA AT 6" = 2’-0" 3"
3"
= 1’-0"
2 SPA AT 6"
EACH FACE
L3�"x3�"x�"
NEATLY
COPE
! FLOORBEAM
!
PIE
R
N-5
B
B
(W21x62)
EXIST STRINGER
PLATE
EX CONN
EX DIAPHRAGM (W12x65)
(W21x62)
STRINGER
! EXIST #3
SEE DETAIL "A"
L3�"x3�"x�"
SEE DETAIL "A"
L3�"x3�"x�"
EXIST FLOORBEAM
L3�"x3�"x�"
ELEVATION SECTION B-B
DETAIL "A"
1
TYP
2�"
1�"
1�"
AT 3" =
2 SPA6
" (TYP)
STRINGER
TIGHT AGAINST EXIST
LENGTH) TO FIT
GRIND ANGLE (FULL
SHOWING LIMITS OF CORROSION & STRUCTURAL STEEL DIAPHRAGM REMOVAL
SHOWING REPLACEMENT OF STRUCTURAL STEEL DIAPHRAGM
SHOWING LIMITS OF CORROSION & STRUCTURAL STEEL DIAPHRAGM REMOVAL
SHOWING REPLACEMENT OF STRUCTURAL STEEL DIAPHRAGM
AT PIER N-8: REPLACE ALL (4) DIAPHRAGMS
3
3
TO ACCESS WORK AREA EASILY.
TO REMOVE & REPLACE DIAPHRAGM (W12x65)
CONTRACTOR SHALL HAVE THE OPTION
NOTE:
AT PIER S-7 (SPAN 7S, BAYS 3 & 4)
GUSSET PLATE BOLT CONNECTION
KYTC DRAWING NO. 27600
2
WASHERS (TYP)
BOLT HOLES SHALL BE �"‘. USE �"‘ H.S. HEX BOLTS w/NUTS AND3
ORDER WITH FABRICATION SHOP.
AMOUNT IN THE REPLACEMENT DIAPHRAGM PRIOR TO PLACING
NUMBER OF EXISTING STIFFENERS AND REPLICATE THE SAME
5"x�" PL STIFFENERS. CONTRACTOR SHALL FIELD VERIFY THE2
6" MIN1
NOTATIONS:
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S19 S210000
11/04/2016
M. LAWLER
R. YOUNG
R.YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
STEEL DIAPHRAGM REPAIR
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:39
PM
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11/
3/
2016 2:40
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Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S19_
Steel_
Dia
ph_
Repair.d
gn
INDICATES STRUCTURAL STEEL TO BE REMOVED AND REPLACED
STEEL COMPONENTS AND THE ORIGINAL IN-SITU BRIDGE MEMBERS.
CONTRACTOR SHALL ENSURE THE PROPER FIT BETWEEN THE NEW
NOTE:
DRAFT
Not for C
onstructio
n
A
NOTES:
STRAIGHTEN, & REUSE EXISTING REINFORCEMENT. THE
TRANSVERSE REINFORCEMENT.
ROUGHEN EXISTING CONCRETE WHEN IN CONTACT WITH NEW
CONCRETE.
TO BE REMOVED
INDICATES AREA OF EXISTING CONCRETE
LEGEND
REMOVE HATCHED AREAS OF CONCRETE AND SAND-BLAST CLEAN,
BONDING NEW CONCRETE TO EXISTING CONCRETE-
CONTRACTOR HAS THE OPTION TO REPLACE EXISTING
CONCRETE REMOVAL-
WHERE REPAIR TO CONCRETE IS REQUIRED, NEW CONCRETE
SHALL BE BONDED TO EXISTING CONCRETE WITH A
KYTC DRAWING NO. 27600
TWO-COMPONENT EPOXY RESIN SYSTEM.
5�" 4�"
7"
7"
1’-2"
TY
P
1�"
TYP
2"
TYP
1�"
10"
�"
! BASE
! POST
�
(1’-11" LONG)
W6x15
BASE PLATE DETAIL
SIDE
TRAFFIC
PL �"x10"x1’-2"
4
SEE NOTE.
1�"‘ ANCHOR (TYP)
1�"‘ HOLE FOR
SEE NOTE.
�"‘ ANCHOR (TYP)
�"‘ HOLE FOR
TYP1
�" R
VIEW A
2’-
8"
1"
6�"
10"
1’-11"
BEAM ELEMENT
TOP OF THRIE
CURB LINE
GUARDRAIL
THRIE BEAM
3" R
PL �"
BASE
WASHER (TYP)
& NUT w/CUT
�"‘x1�" BOLT
- 1’-11" LONG)
! POST (W6x15
1
2
3
1’-0"
6" 6"
1’-8"
BACKUP PLATE
�"x2�" (TYP)
POST BOLT SLOT
SECTION
THRIE BEAM
SPLICE OCCURS.
WHERE NO THRIE BEAM GUARDRAIL
BACKUP PLATE REQUIRED AT POST
TYPICAL STEEL POST ANCHORAGE
NOTES
TOP & BOTTOM TRANSVERSE REINFORCEMENT IN OVERHANG.
HOLES FOR ANCHOR BOLTS AT POSTS, AS NOT TO CUT EXIST
CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN DRILLINGNOTE:
NOTE)
REINF (SEE
TRANSVERSE
EXISTING
NOTE)
REINF (SEE
TRANSVERSE
EXISTING
1’-0�"
3�"
4�"
3�"
4�"
2�"
2"
2�"
2"
EXP SPLICE
REG SPLICE
! POST CONNECTION
DIRECTION OF TRAFFIC
�"x2�" EXP SLOTS
�"x1�" REG SLOTS
�"x3�" EXP SLOTS
�"x2�" REG SLOTS
BEAM MEMBER SPLICE
BOLTS WITH HEX NUTS AT ALL SLOTS.
�" DIA. BUTTON HEAD OVAL SHOULDER
HANDRAIL
ALUMINUM
EXISTING
MIN
8"
2’-0"
MATCH EXIST
PROPOSED SECTION
2’-1�"
INTO NEW CONSTRUCTION (TYP)
BLASTED CLEAN AND INCORPORATED
SHALL BE STRAIGHTENED, SAND-
EXPOSED EXIST #4 REINFORCEMENT
SHOWING REMOVAL
1" R
SHOWING NEW CONSTRUCTION
�" DEEP
SAW CUT
EXISTING SECTION
REINF
TRANSVERSE
EXISTING
BONDED CONST JOINT
CONCRETE CURB REPAIR
EX GUTTERLINE
EXIST
MATCH
HANDRAIL
ALUMINUM
EXISTING
HANDRAIL
ALUMINUM
EXISTING
MIX
WATERPROOFING
ASPHALT
TOP OF 2"
WA
TE
RP
RO
OFIN
G
MIX
2" A
SP
HA
LT
TOP & BOTTOM TRANSVERSE REINFORCEMENT IN OVERHANG.
EXIST CONCRETE FOR CURB REPAIR, AS NOT TO CUT EXIST
CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN REMOVING
5
10°
SEE INSERT "A"
SECTION THRU RAIL ELEMENT
INSERT "A"
1’-8"
10"
3�"
20"
3�
"2�
"�
"
1� "
12 GAUGE
�" RADIUS
�" RADIUS
�" RADIUS
SIDE OF REPAIR AREA, WITH APPROVAL OF RESIDENT ENGINEER.
BEYOND DAMAGED OR CRACKED CURB INTO SOUND CONCRETE ON EACH
CONTRACTOR SHALL REMOVE EXISTING CONCRETE 1’-6" LATERALLY
5 5
ANY COMPONENTS.
DIMENSIONS SHALL BE MEASURED IN THE FIELD BY THE CONTRACTOR PRIOR TO FABRICATION OF
THE DIMENSIONS SHOWN IN THE PLANS ARE BASED ON ORIGINAL CONSTRUCTION RECORDS. THESE
PROVIDE A �" MIN OF THREAD EXPOSED BEYOND NUT.
USE TEMPLATE TO LOCATE HOLES IN CONCRETE. BOLT LENGTHS NOT SHOWN SHALL BE SIZED TO
ALL BOLT HOLES SHALL BE �" LARGER THAN THE BOLT DIAMETER UNLESS OTHERWISE SPECIFIED.
FABRICATION. BOLTS AND HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 232.
ALL STEEL POSTS AND PLATES SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M 111 AFTER
ASTM A 193 GRADE4 B7 OR ASTM A 449RESIN BONDED ANCHORS (ALL THREAD)
ASTM A 307 AND STD SPEC SEC 9-16.3(4)UNLESS OTHERWISE NOTED
BOLTS, NUTS & WASHERS,
ASTM A 36 OR ASTM A 992STEEL SHAPES & PLATES
MATERIAL SPECIFICATIONS
FRANKFORT, KENTUCKY.
THE KYTC MAINTENANCE FACILITY LOCATED ON WILKINSON BLVD,
REMOVE EXISTING ALUMINUM RAIL. DELIVER RAIL & COMPONENTS TO5
JOINT.
WITHIN SPECIFIED TOLERANCE TO MAINTAIN CLEARANCE TO CURB
3�" CL MIN EDGE OF JOINT IN CURB (TYP). ADJUST POST SPACING4
HEAVY HEX LEVELING NUT AND HARDENED WASHERS3
RECOMMENDATIONS, 6�" MIN)
WASHERS (EMBEDMENT AND HOLE SIZE PER MANUFACTURER’S
FIELD DRILL FOR 2 - �"‘ RESIN BONDED ANCHORS WITH HARDENED2
RECOMMENDATION, 1’-0" MIN)
WASHERS (EMBEDMENT AND HOLE SIZE PER MANUFACTURER’S
FIELD DRILL FOR 2 - 1�"‘ RESIN BONDED ANCHORS WITH HARDENED1
NOTATIONS:
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S20 S210000
11/04/2016
M. LAWLER
R. YOUNG
R. YOUNG
M. LAWLER
HENDERSON COUNTY, KENTUCKY
THRIE BEAM RAIL AND CURB REPAIR
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:03
PM
Save:
11/
3/
2016 2:03
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S20_
Thrie
_Bea
m_
Rail
&
Curb
Repair.d
gn
DRAFT
Not for C
onstructio
n
OVERLAP
1’-0" MIN
AT 60°
6" MIN
A
A
BB
KYTC DRAWING NO. 27600
PROVIDED AT OTHER LOCATIONS SO THAT THE MAXIMUM LENGTH WITHOUT EXPANSION PROVISIONS DOES NOT EXCEED 200 FT.
IN ADDITION TO THE EXPANSION JOINTS, EXPANSION SPLICES IN THE THRIE BEAM RAIL AND THE CHANNEL SHALL BE
SPECIAL DRILLING OF THE THRIE BEAM MAY BE REQUIRED AT THE SPLICES.
THRIE BEAM GUARDRAIL ON THE BRIDGE SHALL BE MADE OF STEEL AND SHALL BE 12 GAGE.
USE �" ‘ BUTTON-HEAD, OVAL SHOULDER BOLTS WITH HEX NUTS AT ALL SLOTS. (THICKNESS OF HEX NUTS=�" MIN)
MINIMUM LENGTH OF THRIE BEAM SECTIONS IS EQUAL TO ONE POST SPACE.
AT THE EXPANSION SLOTS IN THE THRIE BEAM RAILS TIGHTEN BOLTS, BACK OFF ONE-HALF TURN AND BURR THREADS.
WASHERS AND PLATES SHALL BE GALVANIZED AFTER FABRICATION.
ALL STEEL CONNECTING BOLTS AND FASTENERS FOR POSTS AND RAILING, AND ALL ANCHOR BOLTS, NUTS,
ALL BOLTS, NUTS, WASHERS, PLATES AND STRUCTURAL TUBING ARE CONSIDERED AS PARTS OF THE THRIE BEAM RAIL FOR PAYMENT.
NOTES:
�"x
1�"
LO
NG
8 S
LO
TT
ED
HO
LES
�"x
2�
" L
ON
G
SL
OT
TE
D
HO
LE
1’-0�
"
4�"4�"2"
4�"4�"2"
7"-3�"
3’-1�"3’-1�"
LO
NG
HO
LES �
"x1�
"
12 S
LO
TT
ED
�"x
2�
" L
ON
G
2 S
LO
TT
ED
HO
LES
1’-2"
L
L/2 L/2
AT 60°
6" MIN
6’-3" MIN 6’-3" MIN
MIN
1’-0"
MIN
1’-0"
MIN
1’-0"
AT 60°
"A"+�"
ELEMENT SEE DETAIL BELOW
SYMMETRICAL TRANSITION
MIN
1’-0"
SEE DETAIL ON SHEET S20
BEAM MEMBER SPLICE
THRIE BEAM EXPANSION AT JOINTS GREATER THAN 2"THRIE BEAM EXPANSION AT JOINTS LESS THAN 2"
AT 60°
"A"+�"
AT 60°
"A"+�"
END OF BRIDGE
6" MIN
�"
SECTION A-A
ELEVATION - SYMMETRICAL TRANSITION ELEMENT
& NUT
1"‘ BOLT
& NUT
1"‘ BOLT
TRAFFIC
DIRECTION OF
TRAFFIC
DIRECTION OF
�"
OF THRIE BEAM SEE JOINT DETAILS FOR DIMENSION "A"
HSS 4"x3"x�"HSS 5"x4"x�"
L 5"x5"x�" L 5"x5"x�"HSS 5"x4"x�"
L 5"x5"x�"
HSS 5"x4"x�"
HSS 5"x3"x�"
BY PLUS ONE FOOT OR MINUS TWO FEET MAXIMUM.
(BETWEEN BRIDGE JOINTS). THE PANEL LENGTHS MAY VARY FROM TYPICAL
ODD PANEL LENGTHS SHALL BE PROVIDED NEAR THE CENTER OF UNIT
* SINCE THE LENGTH OF RAILING REQUIRED WILL NOT BE DIVISIBLE BY 6’-3",
6’-3"
2�
"
3"
SEE DETAIL ON SHEET S21
BEAM MEMBER SPLICE
SEE DETAIL ON SHEET S20
BEAM MEMBER SPLICE
6’-3" 6’-3"
6’-3"* *
* *
SECTION B-B
�"
PR
OF
ESSIONAL E
NGI
NEE
R
STATE OF
R
EGI
STERE
DCHAR
LES A. HUNLE
Y
ANAIDNI
PE 11012108
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
BRIDGE FILE
DEPARTMENT OF TRANSPORTATION
INDIANASCALE
DESIGNATION
OF
DRAWING SHEET
OF
CONTRACT
NTS
041-93-5000SBL
1298275
PROJECT
B-33539 1298275
S21 S210000
11/04/2016
M. LAWLER
C. HUTCHINSON
C. HUTCHINSON
M. LAWLER
HENDERSON COUNTY, KENTUCKY
THRIE BEAM POST LAYOUT
US 41 SB BRIDGE REHAB OVER THE OHIO RIVER
11/
3/
2016 2:04
PM
Save:
11/
3/
2016 2:04
PM
Foy,
Sheila
Plot:
V:\
1785\activ
e\
178566011\structural\
Henderson
SB
Brid
ge\
dra
win
g\IN
_S21_
Thrie
_Bea
m_
Post_
Layout.d
gn
DRAFT
Not for C
onstructio
n
