Page 1
PROJECT LOCATION SHOWN BY
PROJECT DESIGN CRITERIA
POSTED SPEED
DIRECTIONAL DISTRIBUTION
ACCESS CONTROL
FUNCTIONAL CLASSIFICATION
TERRAIN
A.A.D.T.
A.A.D.T.
TRUCKS
RURAL/URBAN
(2013)
(2017)
DESIGN DATA
TRAFFIC DATA
BRIDGE REHABILITATION PLANS
U.S. 41 SB OVER CHEATAM SLOUGH
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2016 TO BE USED WITH THESE PLANS.
SCALE: 1"=1500'
LATITUDE: 37°55'23" N. & LONGITUDE: 87°32'55" W.
VICINITY MAP
VANDERBURGH COUNTY
INDIANA DEPARTMENT
OF TRANSPORTATION
O A
A
AT
I
N TF T R N S PO
RT
AT
ION
NA
DE
PR
ME
ND I
PROJECT NO. 0100482
FOR SPANS OVER 20 FEET
STRUCTURE TYPE SPAN AND SKEW OVER STATION
FOR LETTING:
DATE
PROJECT DESIGNATION
CONTRACT
PLANS
PREPARED BY:
PHONE
(317)713-4615
Butler Fairman and Seufert Inc.
CERTIFIED BY:
DATE
APPROVED
INDIANA DEPARTMENT OF TRANSPORTATION
CONTRACT PROJECT
SHEET
DESIGNATION
OF
BRIDGE FILE
BFS N
O.
SURVEY BOOK
BRIDGE FILE
B-33539
B-33539
041-82-00876E
041-82-00876E
0100482
0100482
0100482
0100482
1 18
5605
041-82-0876E
CHEATAM SLOUGH
STA. 134+98.40
CONCRETE I-BEAM
DESIGN SPEED℄ STRUCTURE
VANDERBURGH COUNTY
VINCENNES DISTRICT
H.U.C. = 05140202010020
NO SKEW
2@42'-5", 1@43'-0"
PRESTRESSED2@42'-5", 1@43'-0",
1@42'-9", 1@43'-0",
SOUTHBOUND STRUCTURE
BRIDGE AND 1@42'-9"
O
H
I
O
R
I
V
E
R
SB STRUCTURE: 041-82-0876E
C
H
E
A
T
A
M
S
L
O
U
G
H
I-69
DECK RECONSTRUCTION ON STRUCTURE: 041-82-0876E (SB), U.S 41 OVER CHEATAM
SLOUGH LOCATED APPROXIMATELY 1.06 MILES SOUTH OF THE U.S.41 AND I-69 INTERCHANGE, IN
SECTIONS 8 AND 9, TOWNSHIP 7 SOUTH, RANGE 10 WEST, VANDERBURGH COUNTY, INDIANA.
%
% A.A.D.T.
21260 V.P.D.
20153 V.P.D.
100
9
3R NON-FREEWAY
NONE
PRINCIPAL ARTERIAL
LEVEL
URBAN
50 M.P.H.
R.P. 0+39
50 M.P.H.
R. 10 W.
T. 7 S.
8 9
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
CONTROL MEASURES AND MAINTENANCE OF TRAFFIC DETAILS.
A.A.D.T. (2037) 26720 V.P.D.
INDIA NA
REG SI TERED
DESIGNATION PROJECT DESCRIPTION
KIN PROJECT INFORMATION
0200635
0200634
1298275
1592481
0200636
0200633
9620260
0100482 U.S. 41 over SB Cheatam Slough
U.S. 41 over NB Cheatam Slough
U.S. 41 over SB Ohio River Overflow
U.S. 41 over SB Eagle Creek
U.S. 41 over SB Ohio River
Roadway Plans from Cheatam Slough to Eagle Creek
U.S. 41 over NB Ohio River Overflow
U.S. 41 over NB Eagle Creek
DRAFT
Not for C
onstructio
n
Page 2
REVISIONS
SHEET NO. DATE REVISED
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
INDEX SHEET
NONE
NONE
B-33539
041-82-00876E
0100482
2 18
0100482
5605
INDEX
SHEET NO. DESIGNATION
1 TITLE SHEET
2 INDEX SHEET
GENERAL PLAN EXISTING STRUCTURE
GENERAL PLAN PROPOSED STRUCTURE
TYPICAL SECTIONS
3
4
5
6-9
11-16
17
18
BENTS NO.1 OR NO.10 DETAILS
FLOOR DETAILS
APPROACH SLAB DETAILS
BRIDGE SUMMARY-SOUTHBOUND STRUCTURE
AT&T
134 NW Sixth Street
Evansville, Indiana 47708
ATTN: Marc Clark
P. (812) 464-6050
E. [email protected]
COMMUNICATIONS:
AT&T
134 NW Sixth Street
Evansville, Indiana 47708
ATTN: Andy Folz
P. (812) 464-6055
E. [email protected]
KENERGY CORPORATION
ATTN: Kyle Hart
P. (270) 831-4602
E. [email protected]
ELECTRIC:
VECTREN
Jody Chapman
1 North Main Street
Evansville, Indiana 47711
E. [email protected]
WINDSTREAM COMMUNICATIONS
5020 Smythe Drive
Evansville, Indiana 47715
ATTN: Daniel Leskinen
E. [email protected]
P. (812) 759-2833
P. (812) 455-9558 (CELL)
TIME WARNER CABLE
1900 N. Fares Avenue
Evansville, Indiana 47711
ATTN: Daryl Hulsey
E. [email protected]
P. (812) 253-2755
P. (812) 305-8348 (CELL)
SIGNALS & LIGHTING
ATTN: Robert Horton
E. [email protected]
P. (812) 699-0643
P. (812) 698-4743 (CELL)
INDOT:
ITS TECHNOLOGY
ATTN: Konstantin Veygman
E. [email protected]
P. (317) 899-8606
JACK MANN SCALES, INC.
2073 Mercer Road
Lexington, Kentucky 40511
ATTN: Larry Stagner
E. [email protected]
P. (859) 233-0322
WEIGHT STATION:
KYTC
ATTN: David Cornett
E. [email protected]
P. (502) 564-4556
-SOUTHBOUND STRUCTURE
-SOUTHBOUND STRUCTURE
-SOUTHBOUND STRUCTURE
INDIA NA
REG SI TERED
10 BENTS NO.4 AND NO.7 DETAILS-SOUTHBOUND STRUCTURE
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
CONTROL MEASURES AND MAINTENANCE OF TRAFFIC DETAILS.
DRAFT
Not for C
onstructio
n
Page 3
SB STRUCTURE
Scale:
1
16
"=1'-0"
ELEVATION
BENT NO.2 BENT NO.3 BENT NO.5 BENT NO.6 BENT NO.8BENT NO.10
BENT NO.9BENT NO.4 BENT NO.7BENT NO.1
SPAN "A"
FIXED
EXP.
FIXED
EXP. EXP.
FIXED FIXED
EXP. EXP.
FIXED FIXED FIXED
SPAN "B" SPAN "C" SPAN "D" SPAN "E" SPAN "F" SPAN "G" SPAN "H" SPAN "J"
SB STRUCTURE
43'-0" O
ut to O
ut of Copings
390'-0" Out to Out of Bridge Floor
1'-9"
42'-9" ℄ Brg. to ℄ Brg. 43'-0" ℄ Brg. to ℄ Brg. 42'-5" ℄ Brg. to ℄ Brg.
1'-2"
42'-5" ℄ Brg. to
℄ Brg.
43'-0" ℄ Brg. to ℄ Brg. 42'-5" ℄ Brg. to ℄ Brg.
1'-2"
42'-5" ℄ Brg. to ℄ Brg. 43'-0" ℄ Brg. to ℄ Brg. 42'-9" ℄ Brg. to ℄ Brg.
1'-9"
1'-6"
40'-0" Clear Roadw
ay
1'-6"
PLAN
Scale:
1
16
"=1'-0"
SB STRUCTURE
Coping
Line
to be Removed.
Note: Hatched Areas indicate Portions
"A"
"A"
CH
EATAM
SLO
UG
H
Flow
Face of
Barrier Rail
STRUCTURE IS BUILT ON A 0.00% GRADE
Coping
Line
Face of
Barrier Rail
℄ Median
C.I. Roadway
Rail and Bridge Deck
Drain (Typ.)
Lane
12'-0"
℄ SB Lanes &
℄ Structure
Lane
12'-0"
12'-0"
12'-0"
Lane
Exp. Joint
Lane
(Typ.)
20'-6" Conc.
6" Pvmt. Ledge
(Typ.)(Typ.)
Br. Appr.
Class S-S
1'-0" Mudwall
Asphalt Joint (Typ.)
℄ Bent No.1
Sta. 133+04.90
P.G. El. 382.03
Polymer ModifiedClass S-S
Exp. Joint
Cap (Typ.)
3'-0" Bent
℄ Bent No.3
Sta. 133+90.90
P.G. El. 382.03
℄ Bent No.2
Sta. 133+47.90
P.G. 382.03
℄ Bent No.4
Sta. 134+33.90
P.G. El. 382.03
℄ Bent No.10
Sta. 136+91.90
P.G. El. 382.03
℄ Bent No.5
Sta. 134+76.90
P.G. El. 382.03
℄ Bent No.9
Sta. 136+48.90
P.G. El. 382.03
℄ Bent No.8
Sta. 136+05.90
P.G. El. 382.03
℄ Bent No.6
Sta. 135+19.90
P.G. El. 382.03
℄ Bent No.7
Sta. 135+62.90
P.G. El. 382.03
Remove Concrete Approach Slab
and Barrier Rail Transitions (Typ.)
Continuous Prestressed
Remove Concrete Barrier
Concrete I-Beams,
Type I to remain
Wingwalls and a portion of
Existing End Bent (Typ.)
Existing Piles
to Remain (Typ.)
Remove Concrete Barrier Rail
and Bridge Deck (Typ.)
3'-0" Bent
(Typ.)
℄ Structure
Sta. 134+98.40
P.G. El. 382.03
9
0
°
0
'
0
"
End of
Bridge Floor
(Typ.)
Remove a portion of Existing
Low Structure
El. 378.40
Shoulder Line
Shoulder Line
Shoulder Line
Shoulder Line
Remove Interior Concrete Diaphragms
at Bents No.4 and No.7
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
GENERAL PLAN
EXISTING STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-00876E
0100482
3 18
0100482
5605
CONTINUOUS PRESTRESSED CONCRETE I-BEAM BRIDGE
9 SPANS: 1 AT 42'-9", 1 AT 43'-0", 2 AT 42'-5", 1 AT 43'-0", 2 AT 42'-5",
1 AT 43'-0" AND 1 AT 42'-9", NO SKEW, 40'-0" CLEAR ROADWAY
ON U.S.41 SB OVER CHEATAM SLOUGH
NOTES
See Sheet 4 for Proposed Structure General Plan.
See Sheet 5 for Section "A-A".
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
CONTROL MEASURES AND MAINTENANCE OF TRAFFIC DETAILS.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 4
SB STRUCTURE
Scale:
1
16
"=1'-0"
ELEVATION
BENT NO.2 BENT NO.3 BENT NO.5 BENT NO.6 BENT NO.8BENT NO.10
BENT NO.9BENT NO.4 BENT NO.7BENT NO.1
SPAN "A"
FIXED FIXED
SEMI-FIXED
FIXED FIXED FIXED FIXED
SPAN "B"
SPAN "C" SPAN "D" SPAN "E" SPAN "F" SPAN "G" SPAN "H" SPAN "J"
SB STRUCTURE
43'-0" O
ut to O
ut of Copings
388'-6" Out to Out of Bridge Floor
1'-0"
42'-9" ℄ Brg. to ℄ Brg. 43'-0" ℄ Brg. to ℄ Brg. 42'-5" ℄ Brg. to ℄ Brg.
1'-2"
42'-5" ℄ Brg. to
℄ Brg.
43'-0" ℄ Brg. to ℄ Brg. 42'-5" ℄ Brg. to ℄ Brg.
1'-2"
42'-5" ℄ Brg. to ℄ Brg. 43'-0" ℄ Brg. to ℄ Brg. 42'-9" ℄ Brg. to ℄ Brg.
1'-0"
1'-6"
40'-0" Clear Roadw
ay
1'-6"
PLAN
Scale:
1
16
"=1'-0"
SB STRUCTURE
Coping
Line
"A"
"A"
CH
EATAM
SLO
UG
H
Flow
STRUCTURE IS BUILT ON A 0.00% GRADE
Coping
Line
℄ Median
Lane
12'-0"
Lane
12'-0"
12'-0"
12'-0"
Lane
Lane
(Typ.)
New 20'-6" Conc.
9" Pvmt. Ledge
(Typ.)
Br. Appr.
Cap (Typ.)
3'-0" Bent
Continuous Prestressed
Concrete I-Beams,
Type I to remain
Existing Piles
to Remain (Typ.)
End of Bridge
Floor (Typ.)
C.I. Roadway
Drain, Type OS w/
Type I-A Joint
(Typ.)
Bridge Railing Type FC
New HMA Overlay(Typ.)
Transition, TFC
Concrete Bridge Railing
Transition, TFC
(Typ.)
Concrete Bridge Railing
Construct Semi-Integral
End Bents (Typ.)
Grate "D" (Typ.)
SEMI-
INTEGRAL
Remove areas of Deteriorated
Concrete and Patch.
Galvanic Anodes will be installed
at the Patching Areas.
(Typ. at Bents No.2 thru No.9)
SEMI-
INTEGRAL
Face of Bridge
Railing, Type FC
Face of Bridge
Railing, Type FC
Concrete Patching and
Epoxy Injection required
on Existing I-Beams over
Piers No.4 and No.7
Patch Spalled Areas along
Concrete Pier Diaphragms (Typ.)
Riprap Keyway
(Typ.)2'-0"
2'-0"
(Typ.)(Typ.)
Remove Existing Vegetation and
Re-grade Spill Slope
Place 175 Tons of Revetment Riprap
over 235 Sys. of Geotextile
3'-0" Bent
(Typ.)
Note: Install 7 Snowplowable Raised
Pavement Markers
℄ SB Lanes &
℄ Structure
9
0
°
0
'
0
"
7'-3"
5'-0"
(Typ.)
℄ Bent No.1
Sta. 133+04.90
P.G. El. 382.09
℄ Bent No.3
Sta. 133+90.90
P.G. El. 382.09
℄ Bent No.2
Sta. 133+47.90
P.G. 382.09
℄ Bent No.4
Sta. 134+33.90
P.G. El. 382.09
℄ Bent No.10
Sta. 136+91.90
P.G. El. 382.09
℄ Bent No.5
Sta. 134+76.90
P.G. El. 382.09
℄ Bent No.9
Sta. 136+48.90
P.G. El. 382.09
℄ Bent No.8
Sta. 136+05.90
P.G. El. 382.09
℄ Bent No.6
Sta. 135+19.90
P.G. El. 382.09
℄ Bent No.7
Sta. 135+62.90
P.G. El. 382.09
℄ Structure
Sta. 134+98.40
P.G. El. 382.09
(Typ. at Bents No.1 and No.10)
7'-3"
(See Table this Sheet)
(See Table this Sheet)
(Total=30 Sft.)
Low Structure
El. 378.40
(North Approach)
Shoulder Line
Shoulder Line Shoulder Line
HMA Wedge
and Level
(South Approach)
(See Road Plans)
(See Road Plans)
Shoulder Line
SEMI-FIXED SEMI-FIXED SEMI-FIXED
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
GENERAL PLAN
PROPOSED STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-00876E
0100482
4 18
0100482
5605
CONTINUOUS PRESTRESSED CONCRETE I-BEAM BRIDGE
9 SPANS: 1 AT 42'-9", 1 AT 43'-0", 2 AT 42'-5", 1 AT 43'-0", 2 AT 42'-5",
1 AT 43'-0" AND 1 AT 42'-9", NO SKEW, 40'-0" CLEAR ROADWAY
ON U.S.41 SB OVER CHEATAM SLOUGH
NOTES
See Sheet 3 for Existing Structure General Plan.
See Sheet 5 for Section "A-A", General Notes,
Design Data and Construction Loading.
PATCHING CONCRETE STRUCTURE (SB)
BENT NO.2
25
LOCATION
DIAPHRAGM QUANTITY (SFT.)
20
PIER QUANTITY (SFT.)
BENT NO.3
BENT NO.4
BENT NO.5
BENT NO.6
BENT NO.7
BENT NO.8
BENT NO.9
50
15
20
15
10
40
50
30
130
35
15
160
60
15
GALVANIC ANODES FOR
CONCRETE PATCHING
DIAPHRAGMS
PIERS
LOCATION
QUANTITY
170 EACH
340 EACH
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
CONTROL MEASURES AND MAINTENANCE OF TRAFFIC DETAILS.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 5
Face of Barrier
Rail (Typ.)
EXISTING SECTION "A-A"
SOUTHBOUND STRUCTURE
BRIDGE
DECK
OVERLAY
2'-6"
6 spa.@ 6'-4"=38'-0"
2'-6"
43'-0" Out to Out of Copings
1'-6"
40'-0" Clear Roadway
1'-6"
2"
1'-4" 8'-0" 12'-0" Lane
2"
1'-4"8'-0"12'-0" Lane
Continuous Prestressed
Concrete I-Beam, Type I
Concrete Barrier
Rail (Typ.)
℄ Structure and
℄ Roadway
2'-9"
(Typ.)
1'-0"
3"
Slope: 1.56%
Slope: 1.56%
5
15
16
"
7
1
4
" Existing D
eck
Scale:
3
8
"=1'-0"
2'-6"
6 spa.@ 6'-4"=38'-0"
2'-6"
43'-0" Out to Out of Copings
1'-6"
40'-0" Clear Roadway
1'-6"
2"
1'-4" 8'-0" 12'-0" Lane
2"
1'-4"8'-0"12'-0" Lane
Existing Continuous Prestressed
Concrete I-Beam, Type I (Typ.)
℄ Structure and
℄ Roadway
℄ SB Lanes
Face of Bridge
New Bridge Railing,
Type FC (Typ.)
Railing, Type FC
Slope: 2.0%
Slope: 2.0%
New
8" Slab
6"
3
4
" Drip Bead
Constr. Joint,
Type "A" (Typ.)
(Typ.)
(Typ.)
(Typ.)
2'-9"
(Typ.)
PROPOSED SECTION "A-A"
SOUTHBOUND STRUCTURE
Scale:
3
8
"=1'-0"
to remain (Typ.)
Portions to be Removed.
Note: Hatched Areas indicate
ABarrier Delineators @ 40'-0" Max. Spacing
Seal (Typ.)
Limits of Surface
AA
2'-0"
(Typ.)
C.I. Roadway Drain
Type "OS" w/Grate "D"
Slope top of Slab 1"
(3 sides of Drain)
6"∅ Drain
Extension
(Typ.)
(Typ.)
(Typ.)
6"
Min.
(Typ.)
1'-0"
(Typ.)
Original P.G. +1
1
2
"
Original P.G. +2
1
4
"
*
Original Plans dated December 13, 1968
*
Raised Snowplowable Pavement Markers @ 80'-0" Max. Spacing
Line, Multi-Component, Solid, White, 4 inch
Line, Multi-Component, Broken, White, 4 inch
Line, Multi-Component, Solid, Yellow, 4 inch
B
C
D
E
EC B
D
Plans for the existing structure are on file with the Indiana Department of Transportation as Structure No.
41-A-876 and Bridge Files: 41-A-876A, 41-82-876B and 41-93-876C and are available upon request.
Where new work is to be fitted to old work, the Contractor shall check all dimensions and conditions
in the field and report any errors or discrepancies to the Engineer and assume responsibility for their
correctness and the fit of the new part to the old.
Epoxy coated reinforcing bars shall be required in various portions of the structure unless otherwise shown.
Reinforcing bars covering shall be 2
1
2
" in top of approach slabs.
Reinforcing bars covering shall be 2-1/2" in top and 1" in bottom of floor slabs and 2" in all other
areas unless noted.
Reinforcing bars shall be A.S.T.M A615, Grade 60.
Concrete shall be Class C in end bents, wingwalls, floor slab and barrier railings.
Chamfer exposed corners of concrete 1" unless noted.
Surface seal shall be required on various areas of the structure as shown. Estimated
quantity = 24850 Sft. (Does not include Concrete Barrier Railing Transitions).
Excavation required for placement of Aggregate for End Bent Backfill at the bridge end bents beyond the
limits of Foundation Excavation Unclassified shall not be paid for directly but shall be included in the cost of
the Aggregate for End Bent Backfill.
GENERAL NOTES
DESIGN DATA
structural depth of 7-1/2".
deck forms. Slab design with a 1/2" wearing surface and a
surface and 15 pounds per square foot (non composite) for
Actual plus 35 pounds per square foot (composite) for future wearing
DEAD LOAD:
Specifications. Load Factor = 2.17
HS20-44 loading with distribution in accordance with 2002 A.A.S.H.T.O.
LIVE LOAD:
Reinforcing Bars (Grade 60) Fy = 60,000 p.s.i.
Class "C" Concrete F'c = 4,000 p.s.i.
MATERIAL DESIGN STRENGTHS:
The exterior girder has been checked for strength, deflection and overturning using the construction loads shown below. Cantilever
overhang brackets were assumed for support of the deck overhang past the edge of the exterior girder. The finishing machine was
assumed to be supported 6 inches outside the vertical coping form. The top overhang brackets were assumed to be located 6 inches
past the edge of the vertical coping form. The bottom overhang brackets were assumed to be braced against the intersection of the
girder bottom flange and web.
DECK FALSEWORK LOADS: Designed for 15 psf for deck forms and 2 ft. exterior walkway.
CONSTRUCTION LIVE LOAD: Designed for 20 psf extending 2 ft past the edge of coping and 75
plf vertical force applied at a distance of 6 inches outside the face
of coping over a 30 ft length of the deck centered with the finishing machine.
FINISHING MACHINE LOAD: 4500 lbs. distributed over 10 feet along the coping.
WIND LOAD: Designed for 70 mph horizontal wind loading in accordance with LRFD 3.8.1.
CONSTRUCTION LOADING
SEISMIC DATA
AASHTO LRFD Bridge Design Specifications, 6th Edition, 2012.
Seismic Zone 2
S = 0.257
Site Class D
D1
*
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
TYPICAL SECTIONS
AS NOTED
AS NOTED
B-33539
041-82-00876E
0100482
5 18
0100482
5605
INDIA NA
REG SI TERED
NOTE: SEE ROAD PLANS FOR REMOVAL OF EXISTING GUARDRAIL,
PROPOSED GUARDRAIL, PAVEMENT MARKINGS, EROSION
CONTROL MEASURES AND MAINTENANCE OF TRAFFIC DETAILS.
DRAFT
Not for C
onstructio
n
Page 6
℄ Bent & ℄ Piles
BRIDGE
DECK
OVERLAY
Scale:
3
4
"=1'-0"
SECTION AT BENTS NO.1 OR NO.10
(SHOWING REMOVALS)
℄ Bearing
Remove BS9 Exp. Joint
EXP.
Conc. Approach Slab
Remove Existing
3'-0"
6"
1'-0"
6"
1'-0"
6"
3"
1'-6" 1'-6"
Concrete I-Beam, Type I
Existing Continuous Prestressed
to Remain
7
1
4
"
Slab
1'-3"
6"
Min.
Existing Columns to Remain
4'-0"
Min.
Saw Cut and Chisel
2"x8" Keyway btwn.
Beams (Typ.)
1'-0" 2'-0"
Existing Concrete Diaphragm
between Beams to remain
1'-0"
Beam Spacing
℄ Bent
6" Pvm
t. Ledge
1'-0" M
udw
all
1'-3"
5'-6"
1'-6"
1'-6"
3'-7"
℄ Beam
(Typ.)
℄ Bearing
2'-6"
PLAN
Note: Hatched Areas indicate
portions to be Removed.
ELEVATION
Coping Line
11'-6"11'-6"
8'-0
1
4
"
El. 374.40
El. 378.40
El. 382.42
El. 378.60
El. 378.70
El. 378.40
El. 378.60
℄ Column
Existing Column to remain
(Typ.)
3'-0"
2'-0"
3"
6 spa.@ 6'-4"=38'-0"
1"
Coping Line
9
0
°
0
'
0
"
Scale:
1
4
"=1'-0"
10'-1"
45'-2"
1'-0"
43'-2"
1'-0"
10'-1"
4'-0"
4'-0
1
4
"
El. 382.42
℄ SB Lanes &
℄ Structure
21'-7" 21'-7"
21'-7"
(Typ.)
1'-0"
5'-6"
3'-7"
45'-2"
43'-2"
1'-0"
21'-7"
(Typ.)
(Typ.)
1'-4
1
2
"
4'-11
1
2
"4'-3
1
4
"
(Typ.)
(Typ.)
(Typ.)
Saw Cut and Chisel
2"x8" Keyway btwn.
Beams (Typ.)
Scale:
1
4
"=1'-0"
℄ SB Lanes &
℄ Structure
℄ Bent No.1 Sta. 133+04.90
℄ Bent No.10 Sta. 136+91.90
NO
RTH
-BEN
T N
O.1
SO
UTH
-BEN
T N
O.10
See this Sheet
2'-0"
(Typ.)
Cut, Clean and Straighten
Existing Reinforcing extending
from Wingwall (Typ.)
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
BENTS NO.1 OR NO.10 DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
6 18
0100482
5605
NOTE
See Sheets 7 and 8 for Reconstruction Details.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 7
Concrete I-Beam, Type I (Typ.)
Existing Continuous Prestressed
Beam Spacing
℄ Bent
9"
1'-3"
5'-6"
1'-6"
1'-6"
3'-7"
℄ Bearing
2'-6"
PLAN
ELEVATION
Coping Line
11'-6"11'-6"
El. 374.40
El. 378.40
El. 381.66
El. 378.60
El. 378.70
El. 378.40
El. 378.60
Existing Column to remain
(Typ.)
3'-0"
3"
6 spa.@ 6'-4"=38'-0"
1"
Coping Line
℄ SB Lanes &
℄ Structure
9
0
°
0
'
0
"
Scale:
1
4
"=1'-0"
10'-1"
45'-2"
10'-1"
4'-0" M
in.
℄ SB Lanes &
℄ Structure
21'-7"
1'-0"
5'-6"
3'-7"
45'-2"
43'-2"
1'-0"
21'-7"
(Typ.)
(Typ.)
1'-4
1
2
"
4'-11
1
2
"4'-3
1
4
"
(Typ.)(Typ.)
(Typ.)
2'-3"
℄ Existing
Beam (Typ.)
"B"
"B"
End of
Bridge Floor
Pavement
Ledge
Pavement
Ledge
Edge of
Approach
Slab
N.F. Reinf. (Typ.)
(601b, 604b & 605b)
9"
4 spa.@1'-0"
=4'-0"
Bott. of Slab
1"
1" Expanded
Polystyrene
(Typ.)
*
(Typ.)
(Typ.)
(Typ.)
*
Scale:
1
4
"=1'-0"
See Special Provisions
℄ Bent No.1 Sta. 133+04.90
℄ Bent No.10 Sta. 136+91.90
NO
RTH
-BEN
T N
O.1
SO
UTH
-BEN
T N
O.10
2"x8" Keyway
(Typ.)
2"x8" Keyway
(Typ.)
22'-7" 22'-7"
F.F. Reinf. (602b & 603b)42 Spa. @ 1'-0"=42'-0"
P.G.
El. 382.09
El. 381.66
1'-7"1'-7"
Beam Spacing6 spa.@ 6'-4"=38'-0"
3'-7"3'-7"
1'-2"
1'-2" 1'-4"
2 spa.@9"=1'-6"
℄ Existing
Column
36x601b set in 1'-0" Field Drilled Holes
with an Approved Anchor System
(Min. Pullout = 26500 Lbs.)
1
1
3#7x4'-6" (N.F.)
Btwn.Beams (Typ.)
3x702 (N.F.) (Typ.)
Constr. Joint
Type "A"
(Optional)
8"
1'-2
1
2
"
3 Rows #7 Cont. (F.F.)
2x701b Per Row
(Lap 4'-6")
43x602b (F.F.)
43x603b
(F.F.)
36x604b
(N.F.)
36x605b
(N.F.)
"C" "C"
"C"
"C"
21'-6"
1'-1"
21'-6"
1'-1"
Scale:
3
4
"=1'-0"
TYPICAL WINGWALL ELEVATION
5'-6"
3'-3
1
8
"
4'-0"
3"
3"5 spa.@ 1'-0"=5'-0"
3"
3"
3 equal spaces
Existing
Reinforcing
8#4x5'-0"
(4 e.f.)
6x401b
Remaining
Wingwall
4x402b
El. 378.40
El. 381.66
4'-0"
3'-3
1
8
"
Scale:
3
4
"=1'-0"
SECTION "C-C"
Conc. Appr. Slab
6"
2 layers of 6 Mil.
Polyethylene
Dense
Subbase
Graded
1'-0"
Concrete Bridge Railing
Transition, TFC
Constr. Joint, Type "A"
1'-0"
1" Expanded
Polystyrene
*
*
Existing Remaining
Wingwall
401b
#4
Existing
Front Face
of Bent
502
503
#5
#5
Constr.
Joint
Keyway
Optional
503
502
#5
501
1'-0"
Limits of Surface Seal
(Billed w/Floor)
Approx.
Proposed
Ground
Line
Cored Hole for Drain Pipe
(West Wingwalls only)
1'-0"
3'-9"
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
BENTS NO.1 OR NO.10 DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
7 18
0100482
5605
NOTES
See Sheet 8 for Section "B-B".
See Sheet 9 for Bar Bending Details and
Bill of Materials.
See Sheet 6 for Removal Details.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 8
℄ Bent & ℄ Piles
℄ Bearing
3'-0"
1'-6" 1'-6"
1'-3"
Existing Columns to Remain
4'-0"
Min.
Note:
Vertical Dimensions are
outside Beam and do not
include Beam Camber.
at ℄ of Bent at ℄ of
Geotextile
1
4
1
2"x8" Keyway
1'-0" 2'-0"
End of Bridge Floor
Concrete Appr. Slab
See this Sheet for
Pavement Ledge Detail
1'-0"
6"
#5
#5
501
#5
1'-6"
9" 9"
℄ Bent & ℄ Piles
℄ Bearing
3'-0"
1'-6" 1'-6"
Concrete I-Beam, Type I
Existing Continuous Prestressed
to Remain
1'-3"
Existing Columns to Remain
4'-0"
Min.
Scale:
3
4
"=1'-0"
SECTION "B-B"
AT BEAMS
End of Bridge Floor
Concrete Appr. Slab
See this Sheet for
Pavement Ledge Detail
1'-0"
6"
#5
#5
501
#5
1'-6"
9"
8"
9"
Scale:
3
4
"=1'-0"
SECTION "B-B"
BETWEEN BEAMS
1'-2
1
2
"
1'-2
1
2
"
1'-6"
2'-4"
Existing
Bearing
Pad
7
8
" at ℄
of
Outside Beam
s
3'-3
3
4
"
3"
Remaining Existing Bent
Remaining Existing Bent
2'-1
1
4
"
2 eq. spa.
Reinf.
3"
3"
8"
2 eq. spa.
Reinf.
3"
3"
1'-6"
Existing End
Diaphragm
1'-6"
1
4
1'-6"
1'-6"
1'-6"
Agg. for End
Bent Backfill
3"
Optional Constr. Joint, Type "A"4
Surface Seal required on face of Bent and exposed face of Wingwall
(Billed with Floor)
1
Polychloroprene Joint Membrane
attached to concrete.
(See Detail this Sheet)
2
3
3
SEMI-INTEGRAL
Not to Scale
JOINT MEMBRANE DETAIL
Polychloroprene Joint Membrane
1'-6"
1'-6"
Varies
℄ Joint
attached to concrete,
1
8
" thick Min.
1
2
" Expanded Polystyrene
(Horizontal Face)
1" Expanded Polystyrene
(Vertical Face)
See Special Provisions
2
4
601b set in 1'-0" Field Drilled Holes5
5
with an Approved Anchor System
(Min. Pullout = 26500 Lbs.)
602b
#7
603b
603b
602b
604b
#7
#5
#5#4
605b
3'-3
3
4
"
SEMI-INTEGRAL
Dense
Graded
Subbase
Polyethylene
2 Layers of 6 Mil.
Dense
Graded
Subbase
Polyethylene
2 Layers of 6 Mil.
4
2'-1
1
4
"
6
PVC Pipe Sleeve, 4" Dia. Schedule 40
Top of Sleeve to be Sealed before
Concrete is Poured.
6
#5
#5
#4
Geotextile
Geotextile
Geotextile
6"
6"∅ End Bent
Drain Pipe
Geotextile
Agg. for End
Bent Backfill
6"
6"∅ End Bent
Drain Pipe
2
7
7 Expanded Polystyrene
cut to clear Bearing Pad by
1
2
".
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
BENTS NO.1 OR NO.10 DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
8 18
0100482
5605
Conc. Bridge Floor
Type I-A Joint
(See Standards)
Conc. Appr. Slab
Expanded
Polystyrene
Not to Scale
PAVEMENT LEDGE DETAIL
9"
Polystyrene
Expanded
2"
1'-0"
1'-2"
1'-6"
1'-2
1
2
"
1
2
"x2"
1
2
"x4"
Threaded Tie Bar
Assemblies @ 2'-0" spa.
(Epoxy Coated)
(Billed w/Floor)
(#5x3'-0" each way)
NOTES
See Sheet 9 for Bar Bending Details and
Bill of Materials.
See Sheet 6 for Removal Details.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 9
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
BENTS NO.1 OR NO.10 DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
9 18
0100482
5605
Not to Scale
BAR BENDING DETAILS
3'-0
1
2
"
701b x 25'-10"
24'-8"
1'-2"
2'-8"
1'-9"1'-9"
402b x 4'-8"
2'-4"
2'-4"
8"
3'-1"
401b x 6'-10"
702b x 3'-9"
2'-7"
1'-2"
602b x 2'-11"
1'-11"
1'-0"
3'-1"
A.S.T.M. A615, Grade 60
BILL OF MATERIALS
Mark or
Size
No. of
Bars
Length
(Ft.) (Lbs.)
Weight
REINFORCING BARS
Total Steel (Epoxy Coated)
Total #4 (Epoxy Coated)
3'-7"36601b
126'-10"401b
3'-9"6702b
Total #7 (Epoxy Coated) 528
133
2211
2'-11"43602b
4'-6"18#7
9'-6"43603b
Total #6 (Epoxy Coated)
1550
(BENT NO.10 SAME)
84'-8"402b
701b 25'-10"6
604b 6'-2"36
BENT NO.1
5'-0"16#4
2'-11"
8"
601b x 3'-7"
603b x 9'-6"
6"
6'-0"
3'-0"
604b x 6'-2" 605b x 4'-1"
1'-0
1
2
"
605b 4'-1"36
36 EachField Drilled Holes in Concrete
MISCELLANEOUS
Cored Hole in Concrete
Geotextile
Aggregate for End Bent Backfill
6"∅ End Bent Drain Pipe
(Includes 90° Elbow)
1 Each
40 Sys.
11 Cys.
58 Lft.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 10
℄ Beam
(Typ.)
CAP PLAN
Note: Hatched Areas indicate
portions to be Removed.
ELEVATION
Coping Line
Scale:
1
4
"=1'-0"
BENT NO.4 OR NO.7
16'-6" 16'-6"
3'-0"
1'-6"
(Typ.)
1'-6"
(Typ.)
El. 378.40
El. 378.60
El. 378.70
El. 378.60
El. 378.40
Existing Column
(Typ.)
3'-0"3'-0"
8'-3
1
4
"4'-11
1
2
"
1'-4
1
2
"
4'-11
1
2
"
1'-4
1
2
"
4'-11
1
2
"
1'-4
1
2
"
4'-11
1
2
"
Seat Dimensions
3'-0"
1'-6"
1'-6"
11"
7"
7"
11"
40'-6"
20'-3" 20'-3"
℄ SB Lanes
℄'s Bearing℄ Bent
℄ Bent No.4
Sta. 134+33.90
℄ Bent No7
Sta. 135+62.90
1'-3"
6 spa.@ 6'-4"=38'-0"
1'-3"
Beam Spacing
1'-3"
℄ Structure &
℄ Roadway
Coping Line
1'-3"
3'-9"
8'-3
1
4
"
40'-6"
"D"
"D"
4'-0"
3"x1'-0"x4'-6"
Keyway in top of
Existing Cap
Existing Cap
Keyway in top of
Existing Cap
3"x1'-0"x4'-5
1
2
"
Saw Cut and Chisel
3"x1'-0"x4'-6"
Keyway in top of
Existing Cap
Saw Cut and Chisel
Saw Cut and Chisel
Keyway in top of
Existing Cap (Typ.)
3"x1'-0"x4'-5
1
2
"
Saw Cut and Chisel
3"x1'-0"x4'-6"
Keyway in top of
Existing Cap
Saw Cut and Chisel
3"x1'-0"x4'-6"
Keyway in top of
Existing Cap
Saw Cut and Chisel
3'-9"
11" 7" 7" 11"
℄'s Bearing
℄ Bent
Scale:
3
4
"=1'-0"
SECTION "D-D"
3'-0"
1'-6" 1'-6"
1'-0"1'-0"
7
1
4
" Existing D
eck
Existing BRIDGE
DECK OVERLAY
Class S-S
Exp. Joint
Existing Continuous
Prestressed Concrete
I-Beam to remain (Typ.)
Existing Bent Cap
Existing BRIDGE
DECK OVERLAY
Existing Diaphragms
between Beams (Typ.)
Saw Cut and Chisel
3"x1'-0" Keyway between
Existing Beams (Typ.)
(SHOWING REMOVALS)
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
B. WRIGHT
D. SHEETZ
M. MATEL
BENTS NO.4 OR NO.7 DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-00876E
0100482
10 18
0100482
5605
NOTE
See Sheet 13 for Section "D-D" showing Reconstruction Details.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 11
292 Rows #5 Cont. in Top
2x503a Per Row (Lap 2'-8")
292 Rows #5 Cont. in Bottom
1x20'-0" + 1x25'-6" Per Row
(Lap 2'-8")
65 Rows #5 Cont. in Top
10x20'-0" + 1x22'-3" Per Row
(Lap 2'-8")
℄ Bearing
@ Bent No.1 or No.10
PLAN
"A"
"A"
Scale:
1
8
"=1'-0"
Coping
Line
Face of Bridge
Railing Type FC
SPAN "A" OR "J"
Coping
Line
Face of Bridge
Railing Type FC
Threaded Tie Bar Assem
blies
(Epoxy Coated)
A 22-Threaded Tie Bar Assemblies
(Epoxy Coated)
(#5x3'-0" each way)
Slab Reinf. (Top & Bottom)
Rail Reinf. (Typ.)
290 spa.@8"=193'-4"
292x501a Dowels + 584x502a (292 e.f.) Vert.
4"
290 spa.@ 8"=193'-4"
℄ Bent No.2 or No.9
6"
8 Rows #5 (4 e.f.) Cont. in Rail
10x20'-0" + 1x25'-9" Per Row
(Lap 3'-0")
1'-1"
Pvmt.
Ledge
End of
Bridge Floor
"B"
"B"
Type I-A Joint
A
9"
21 spa.@
2'-0"=
42'-0"
43'-0" O
ut to O
ut of Copings
1'-6"
40'-0" Clear Roadw
ay
1'-6"
12'-0" Lane
8'-0"
8'-0"
12'-0" Lane
2"
1'-4"
2"
1'-4"
9
0
°
0
'
0
"
6"
SPANS "A", "B", "C", "D" AND HALF SPAN "E" (SHOWN)
HALF SPAN "E", SPANS "F", "G", "H" AND "J" (OPP. HAND)
388'-6" Out to Out of Bridge Floor
194'-3" Half Bridge Floor
1'-0"
42'-9" 43'-0" 42'-5"
1'-2"
42'-5" 21'-6"
℄ Bent No.3 or No.8
℄'s Bearing
@ Bent No.4
or No.7
℄ Bent No.5 or No.6 ℄ Structure
SPAN "B" OR "H" SPAN "C" OR "G" SPAN "D" OR "F" HALF SPAN "E"
Alt.@4" Alt.@4" Alt.@4" Alt.@4"
8 Rows #5 (4 e.f.) Cont. in Rail
10x20'-0" + 1x25'-9" Per Row
(Lap 3'-0")
Symm. about ℄
℄ SB Lanes &
℄ Structure
3"
3"
4"
℄ Bent No.4 or No.7
7" 7"
6'-6"
(Typ. Spans
"B" thru "J")
7'-3"
C.I. Roadway
Drain, Type OS w/
Grate "D" (Typ.)
1'-4"
10'-3" 16'-3" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0"
4"4"
64#5x26'-6"
in Top
64#4x22'-0"
in Top
64#4x22'-0"
in Top
64#4x22'-0"
in Top
56 Rows #4 Cont. in Bottom
10x20'-0" + 1x17'-0" Per Row
(Lap 2'-2")
292x401a in Top
292x401a in Top
1'-0"
(Span "A"
only)
7'-3"
(Span "A"
only)
*
Drain Locations for Spans "F" through "J"
are located as shown on General Plan.
(See Sheet 4)
*
"D"
"D"
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
11 18
0100482
5605
NOTES
See Sheet 8 for Section "B-B".
See Sheet 12 for Section "A-A" and Additional Notes.
See Sheet 14 for Concrete Dead Load Deflection
Diagram and Screed Plan.
See Sheet 16 for Bar Bending Details and Bills
of Materials.
See Sheet 15 for Screed Elevations.
INDIA NA
REG SI TERED
See Sheet 13 for Section "D-D".
DRAFT
Not for C
onstructio
n
Page 12
2'-6"
6 spa.@ 6'-4"=38'-0"
2'-6"
43'-0" Out to Out of Copings
1'-6"
40'-0" Clear Roadway
1'-6"
2"
1'-4"8'-0" 12'-0" Lane
2"
1'-4"8'-0"12'-0" Lane
Existing Continuous Prestressed
Concrete I-Beam, Type I (Typ.)
℄ Structure and
℄ Roadway
℄ SB Lanes
Face of Bridge
New Bridge Railing,
Type FC (Typ.)
Railing, Type FC
Slope: 2.0%
Slope: 2.0%
New
8" Slab
6"
3
4
" Drip Bead
Constr. Joint,
Type "A" (Typ.)
(Typ.)
(Typ.)
(Typ.)
2'-9"
(Typ.)
SECTION "B-B"
Scale:
3
8
"=1'-0"
ABarrier Delineators @
40'-0" Max. Spacing
Seal (Typ.)
Limits of Surface
AA
2'-0"
(Typ.)
C.I. Roadway Drain
Type "OS" w/Grate "D"
Slope top of Slab 1"
(3 sides of Drain)
6"∅ Drain
Extension
(Typ.)
(Typ.)
(Typ.)
6"
Min.
(Typ.)
1'-0"
(Typ.)
Top Reinf.
126 spa.@ 4"=42'-0"
3"
Bott. Reinf.
(Typ.)
3"
Detail "A"
(See this Sheet)
Existing End Diaphragms
at Bents No.1 and No.10
Existing End Diaphragms
at Bents No.2, No.3, No.5,
No.6, No.8 and No.9
Clean and Straighten Existing Diaphragm
Reinforcing as required extending into
New Bridge Deck (Typ.)
B
B
B
Existing P.G. +
3
4
"
7 spa.@8"=4'-8"10" 10" 6"
3 spa.@ 7"=1'-9"
#5
#4 Cont.
#5 or #4 over
Int. Supports
#5 Cont.
#5401a
401a
8"
(Typ.)
3" 3"3"
deck forms in lieu of removable deck forms.
The Contractor shall have the option of using permanent metal
to the slab forms and/or the beams to prevent lifting during
The top reinforcing in the slab shall be securely tied down
finishing machines, forms, etc.
of the outside beams from construction loads such as
Suitable restraint shall be provided to prevent the rotation
adjacent to the beam spans.beams in making any pours
Concrete forms shall not be blocked against the end of
FLOOR NOTES
concrete placement.
1
2
3
4
5
6
7
New End Diaphragms
at Bents No.4 and No.7
6#5x4'-6" (3 e.f.)
w/12x504a (6 e.f.) &
(Typ. all Diaphragms at
Bents No.4 and No.7)
(Typ. at Exterior Bays)
6x505a @ 1'-0" Max.New End Diaphragms
at Bents No.4 and No.7
(Typ. at Interior Bays)
(See Sheet 13)
(See Sheet 13)
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
12 18
0100482
5605
6"
3 spa.@
8"
3"
=2'-0"
Reinf.
8#5
(4 e.f.)
501a
502a
Constr. Joint,
Type "A"
2'-9"
3"
7"
1'-11"
2"
1'-4"
9"
2"
5"
BRIDGE RAILING TYPE FC
TYPICAL SECTION THRU
Note:
See Standard Drawing E706-BRSF-01
for Additional Details.
5"
Scale:
3
4
"=1'-0"
1'-6"
Chamfered Recesses
at 5'-0" spacing
(See Detail)
Not to Scale
Face of Rail
Not to Scale
Face of Rail
1
2
"±
3
8
"±
3
4
"±
SAW CUT ALTERNATEFORMED ALTERNATE
TYPICAL RAIL SECTION
RECESS DETAILS
Stay-in-place
Metal Form
(Typ)
Support Angle
(Typ.)
(Typ.)
1
2
" M
ax.
FILLET TREATMENT FOR
Not to Scale
PRESTRESSED CONCRETE BEAM
Min.
Not to Scale
DETAIL "A"
8"
Fillet
3
4
" M
in.
NOTES
See Sheet 14 for Concrete Dead Load Deflection
Diagram and Screed Plan.
See Sheet 16 for Bar Bending Details and Bills
of Materials.
See Sheet 15 for Screed Elevations.
"A"
"A" INCHESBEAM NO.
2
1
3
4
5
6
7
8
7
8
"
9
3
8
"
9
1
2
"
9
11
16
"
9
1
2
"
8
7
8
"
9
3
8
"
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 13
SECTION "D-D"
504a
BETWEEN BEAMS
#5 btwn. Beams
#5
3"
Reinf. e.f.
3"
2'-4"
2 equal spa.
8"
3"x1'-0"
Keyway
(Typ.)
3"
#4
#4 or #5
2'-6"
1'-3" 1'-3"
Constr.
(Typ.)
Joint
AT BEAMS
SECTION "D-D"
See Special Provisions
1'-6"
3'-0"
Expanded Polystyrene
(
1
2
" in Bottom,
1" ea. Side and
1" ea. End of Keyway)
2'-4"
1'-3"1'-3"
2'-6"
Existing
Bearing Pad
(Optional)
#5
℄ Bent No.4
or No.7
SEMI-FIXED
1'-6"
@ ℄
Beam
3'-0"
11" 7" 7" 11"
SEMI-FIXED
#4 or #5
Constr.
(Typ.)
Joint
(Optional)
8"
℄'s Bearing
Prestressed Concrete
I-Beam, Type I (Typ.)
℄ Bent No.4
or No.7
Min. Fillet
@ ℄
Beam
Min. Fillet
"A" (See Sheet 12
for Table)
(SHOWING RECONSTRUCTION)
Not to Scale
Clean and Straighten
Existing Reinforcing extending
out of Existing Beams (Typ.)
Existing
Bent Cap
Existing Continuous
Prestressed Concrete
I-Beam, Type I (Typ.)
Existing Continuous
505a
504a
BENTS NO. 4 AND NO.7
(To be placed at all
Keyway locations)
SECTION "D-D"
504a
BETWEEN BEAMS
#5 btwn. Beams
#5
3"
Reinf. e.f.
3"
2'-4"
2 equal spa.
8"
3"x1'-0"
Keyway
(Typ.)
3"
#4
#4 or #5
2'-6"
1'-3" 1'-3"
Constr.
(Typ.)
Joint
AT BEAMS
SECTION "D-D"
1'-6"
3'-0"
Expanded Polystyrene
(
1
2
" in Bottom,
1" ea. Side and
1" ea. End of Keyway)
2'-4"
1'-3"1'-3"
2'-6"
Existing
Bearing Pad
(Optional)
Note:
Vertical Dimensions are
each Beam and do not
include Beam Camber.
#5
℄ Bent No.4
or No.7
SEMI-FIXED
1'-6"
@ ℄
Beam
at ℄ of Pier at ℄ of
3'-0"
11" 7" 7" 11"
SEMI-FIXED
#4 or #5
Constr.
(Typ.)
Joint
(Optional)
8"
℄'s Bearing
Prestressed Concrete
I-Beam, Type I (Typ.)
℄ Bent No.4
or No.7
Min. Fillet
@ ℄
Beam
Min. Fillet
Clean and Straighten
Existing Reinforcing extending
thru Existing Beams (Typ.)
Existing
Bent Cap
(Typ.)
3"
Existing Continuous
Prestressed Concrete
I-Beam, Type I (Typ.)
Existing Continuous
505a
504a
6"
Min.
(To be placed at all
Keyway locations)
"A" (See Sheet 12
for Table)
"A" (See Sheet 12
for Table)
"A" (See Sheet 12
for Table)
EXTERIOR BAYS
(SHOWING RECONSTRUCTION)
Not to Scale
BENTS NO. 4 AND NO.7
INTERIOR BAYS
(Typ.)
3"
6"
Min.
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
13 18
0100482
5605
NOTES
See Sheet 14 for Concrete Dead Load Deflection
Diagram and Screed Plan.
See Sheet 16 for Bar Bending Details and Bills
of Materials.
See Sheet 15 for Screed Elevations.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 14
Coping Line
℄ Bent No.1
Scale:
1
16
"=1'-0"
SCREED PLAN
SPAN "A"
SPAN "B" SPAN "C" SPAN "D" SPAN "E" SPAN "G" SPAN "H" SPAN "J"
℄ SB Lanes &
℄ Structure
Coping Line
2'-6"
6 spa.@
6'-4"=
38'-0"
2'-6"
Screed Line No.1 (West Coping)
Screed Line No.3
Screed Line No.4
Screed Line No.5
Screed Line No.6
Screed Line No.7
Screed Line No.8
Screed Line No.2
Screed Line No.9 (East Coping)
1
Scale:
1
16
"=1'-0"
CONCRETE DEAD LOAD DEFLECTION DIAGRAM
43'-0" ℄ Bent to ℄ Bent
End of
Bridge
Floor
(Typ.)
43'-0" ℄ Bent to ℄ Bent43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent
0.044'
0.033'
0.000'
0.005'
0.005'
0.033'
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
0.045'
0.034'
0.000'
0.005'
0.005'
0.034'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.044'
0.033'
0.005'
0.005'
0.033'
0.000'
0.045'
0.034'
0.005'
0.005'
0.034'
0.000'
0.000'
SPAN "A"
SPAN "B" SPAN "C" SPAN "D" SPAN "E" SPAN "F" SPAN "G" SPAN "H" SPAN "J"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
Top of Form before
Slab and Rails are Poured
Top of Form after
Slab and Rails are Poured
2 3 4 5
℄ Bent No.2 ℄ Bent No.3 ℄ Bent No.5 ℄ Bent No.6
℄ Bent No.8 ℄ Bent No.9
℄ Bent No.10℄ Bent No.7
℄ Bent No.4
℄ Bent No.1℄ Bent No.2 ℄ Bent No.3 ℄ Bent No.4
℄ Bent No.5
℄ Bent No.6 ℄ Bent No.7 ℄ Bent No.8 ℄ Bent No.9
℄ Bent No.10
43'-0" ℄ Bent to ℄ Bent43'-0" ℄ Bent to ℄ Bent43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent 43'-0" ℄ Bent to ℄ Bent
4 spa.@ 10'-0"=40'-0"
1'-6"
4 spa.@ 10'-0"=40'-0" 4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6" 1'-6" 1'-6"
4 spa.@ 10'-0"=40'-0"
1'-6" 1'-6"1'-6"1'-6"
4 spa.@ 10'-0"=40'-0"
6
7 13 19 25 31 37 43 49 55
8 9 10 11 12 14 15 16 17 18 20 21 22 23 24 26 27 28 29 30 32 33 34 35 36 38 39 40 41 42 44 45 46 47 48 50 51 52 53 54
(℄ Beam No.1)
(℄ Beam No.2)
(℄ Beam No.3)
(℄ Beam No.4)
(℄ Beam No.5)
(℄ Beam No.6)
(℄ Beam No.7)
1'-6"
SPAN "F"
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
14 18
0100482
5605
NOTE
Do not set screeds or coping forms by leveling.
No concrete shall be poured until the above operation is completed.
order the concrete is poured.
dimension remains unchanged regardless of how much or what
setting the screed or coping forms above that point. This
elevations and use resulting dimensions as the height for
adjacent beams, subtract these elevations from the given
Take elevations at the screed and coping points on top of
required elevations after all the concrete has been poured.
coping forms so that the slab and copings will be at the
Screed elevations will be given for setting screeds and
SCREED NOTES
See Sheet 15 for Screed Tables.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 15
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
15 18
0100482
5605
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 16
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
C. OBRIEN
B. WRIGHT
D. SHEETZ
M. MATEL
FLOOR DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
16 18
0100482
5605
Not to Scale
503a x 23'-3"
BAR BENDING DETAILS
22'-8"
7"
501a x 5'-6"
1'-0"
Radius
2"
Inside
1'-10"
8"
502a x 3'-2"
7"
1
'
-
9
"
2'-7"
1'-0"
1
4
Weight
LengthNo. of
Size
Mark or
Bars (Ft.)
(Lbs.)
Total Steel (Epoxy Coated)
Surface Seal
Barrier Delineators
Class "C" in Railing
Class "C" in Superstructure
Total #5 (Epoxy Coated)
Total #4 (Epoxy Coated)
A.S.T.M. A615, Grade 60
MISCELLANEOUS
CONCRETE
REINFORCING BARS
BILL OF MATERIALS
SUPERSTRUCTURE
SPANS "A" THRU "J"
SOUTHBOUND STRUCTURE
Threaded Tie Bar Assemblies
(#5x3'-0" each way)
(Epoxy Coated)
23150 Sft.
22 Each
44 Each
74.2 Cys.
151.8 Cys.
501a
502a
#5
#5
#5
#4
#4
1120
112
20'-0"
17'-0"
1168
2336
128
584
32
5'-6"
3'-2"
26'-6"
25'-6"
25'-9"
112875
25389
138264
Cast Iron Roadway Drains
Type "OS-D"
6"∅ Drain Pipe Casting Extension
18 Each
401a x 4'-6"
4'-0"
6"
503a
1168
23'-3"
#5
#5
2204
130
20'-0"
22'-3"
401a 11684'-6"
#4 384 22'-0"
18 Each
Pour No.1
Pour No.2
Pour No.3
Total Class "C" in Superstructure
Not to Scale
SEQUENCE OF POURS DIAGRAM
Coping Line
End of Bridge
Floor (Typ.)
Coping Line
℄ Bent No.1
SPAN "B"SPAN "A" SPAN "C"
POUR NO. 1
℄ Structure
℄ SB Lanes
Note: Pour Numbers indicate Sequence of Pours, Pours over Interior
Supports shall be made last to reduce the effect of the Slab Dead Load
in the Negative Moment Area.
Constr.
Joint
388'-6" Out to Out of Bridge Floor
43'-0" O
ut to O
ut of Copings
9
0
°
0
'
0
"
43'-0"42'-5"
1'-2"
42'-5"43'-0"42'-9"
1'-0"
1'-2"
42'-5" 43'-0" 42'-9"
1'-0"
42'-5"
SPAN "D" SPAN "E" SPAN "F" SPAN "G" SPAN "H" SPAN "J"
℄ Bent No.2 ℄ Bent No.3
℄ Bent No.8 ℄ Bent No.9
℄ Bent No.4
℄ Bearing ℄ Bent No.5 ℄ Bent No.6
℄ Bent No.7
℄ Bearing
℄ Bent No.10
127'-3" 124'-0"
POUR NO. 3 POUR NO. 2
465.0 Cys.
151.8 Cys.
135.2 Cys.
127'-3"
INDIA NA
REG SI TERED
Constr.
Joint
5'-0"
2'-6" 2'-6"
Constr.
Joint
Constr.
Joint
5'-0"
2'-6" 2'-6"
POUR NO. 5POUR NO. 4
Pour No.4
Pour No.5
13.1 Cys.
13.1 Cys.
2'-1" 2'-1"
2'-2"
505a x 6'-4"504a x 2'-8"
504a
505a
144
72
#5
4'-6"72
2'-1
1
2
"
6
1
2
"
2'-8"
6'-4"
DRAFT
Not for C
onstructio
n
Page 17
Constr. Joint
Optional Keyway
(Typ.)
Type I-A Joint
Coping Line
Limits of
Dense Graded
Subbase (Typ.)
SOUTH APPROACH SLAB (SHOWN)
Scale:
1
4
"=1'-0"
(Typ.)
Coping Line
80x501
in Bott.
61#5x20'-0"
in Top
8x502 in Bott.
31x502 in Top
8x502 in Bott.
31x502 in Top
2x503 in Top
3x503 in Bott.
2x503 in Top
3x503 in Bott.
31 Rows #5 Cont. in Top
1x20'-0" + 1x22'-6" Per Row
(Lap 2'-8")
11 Rows #5 Cont. in Bottom
1x20'-0" + 1x22'-6" Per Row
(Lap 2'-8")
See Special Provisions
Concrete Bridge Railing
Transition, TFC (Typ.)
(See Standards)
"B" "B"
"C"
"C"
"C"
"C"
43'-0"
21'-6"
21'-6"
1'-4"
2"
1'-4"
20'-6"
15'-10"4'-8"
15'-8"
2"
℄ Structure
9" Pvmt. Ledge
Bottom Cont. (Typ.)
Top Cont. (Typ.)
10 spa.@2'-0"=20'-0"
30 spa.@8"=20'-0"
30 spa.@6"=15'-0" Top @ Rail (Typ.)
Bott. @ Rail (Typ.)7 spa.@2'-0"=14'-0"
3"
3"
3"
3"
3"
3"
7"
1'-7"
6"
1'-6"
1'-6"
Top Reinf.
Bottom
Reinf.
1 spa.@
1'-0"
2 spa.@
6"=
1'-0"
3"
3"
3"
3"
Top Reinf.
Bottom
Reinf.
1 spa.@
1'-0"
2 spa.@
6"=
1'-0"
3"
3"
3"
3"
58 spa.@
8"=
38'-8"
79 spa.@
6"=
39'-6"
Top Reinf.
Bottom
Reinf.
5"
3"
5"
3"
3"
3"
Sta. 132+83.65 South Slab
Sta. 137+13.15 North Slab
End of
Bridge Floor
9
0
°
0
'
0
"
PLAN
NORTH APPROACH SLAB (OPP. HAND)
3"
40'-0"
1" Expanded
Polystyrene
*
1'-0"
(Typ.)
(Typ.)
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
APPROACH SLAB DETAILS
SOUTHBOUND STRUCTURE
AS NOTED
AS NOTED
B-33539
041-82-0876E
0100482
17 18
0100482
5605
NOTES
7"
20'-2"
15'-6"
7"
3'-7"
7"
Not to Scale
501 x 20'-9"
BAR BENDING DETAILS
502 x 4'-2"
503 x 16'-1"
A.S.T.M. A615, Grade 60
4'-2"
20'-9"
MISCELLANEOUS
Bridge Approach (12")
Dense Graded Subbase
CONCRETE
Reinforced Concrete
Total Steel (Epoxy Coated)
501
502
50310
80
78
97 Sys.
17 Cys.
REINFORCING BARS
Bars
No. ofMark or
Size
(Ft.)
Length
(Lbs.)
Weight
5372
#5
103
16'-1"
22'-6"
#5
42
20'-0"
Transition, TFC
Concrete Bridge Railing
2 Each
See Sheet 8 for Section "B-B".
See Sheet 7 for Section "C-C".
BILL OF MATERIALS
SOUTH APPR. SLAB
NORTH APPR. SLAB (SAME)
SOUTHBOUND STRUCTURE
Does not include Bridge Railing Transition
Surface Seal840 Sft.
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
Page 18
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
D. SHEETZ
M. MATEL
D. SHEETZ
M. MATEL
BRIDGE SUMMARY
SOUTHBOUND STRUCTURE
NONE
NONE
B-33539
041-82-0876E
0100482
18 18
0100482
5605
South
APPROACH SLABS
SUPERSTRUCTURE
North
A.S.T.M. A615, Grade 60
CYS. CYS. CYS.LBS.
SYS.
LFT.
REINF.
"OS-D"
SEAL
SURFACE
AREA
EST.
STEEL
STR.
WEIGHT
EST.
12"
BRIDGE
APPR.
CONC.
CLASS B
FOOTING
IN
CLASS C
SUPERSTR.
IN
CLASS C
TYPE
DRAIN
IRON
CAST
EACH
FIELD
DRILLED
PILE,
STEEL PIPE,
REINF.
BARS
(EPOXY
COATED)
REINF.
BARS
(PLAIN)
CONC.
RAILING,
FCSUBBASE
GRADED
DENSE
ITEM
LBS. LBS.
SFT.
CONCRETE
BRIDGE
RAILING
TRANSITION
EACH
TFC
CYS.
14 IN.
PILE TIP
CONICAL
SUBSTRUCTURE
Bent No.1
HOLES
BARRIER RAIL TRANSITIONS
Bent No.10
Spans "A" thru "J"
EACH
HYBRID BULB-T
CONCRETE
MEMBERS
STRUCTURAL
DRAIN PIPE
EXTENSION
LFT.
EACH
CYS.
SUBSTR.
IN
EACH SYS.EACH
CONCRETE
STRUCTURE QUANTITIES
TOTALS
THREADED
TIE BAR
ASSEMBLIES
(EPOXY COATED)
EACH LFT.CYS.
CLASS A
SUBSTR.
IN
CYS.
6"∅
0.312 IN.
14 IN.
BARRIER
DELINEATORS
EACH
South
North
465.0
1797
74.2
194
1797
465.0
34
138264
2211
2211
5372
5372
74.2
155634
EACH
1818
1818
23150
840
840
24830
2
2
4
44 22
44 22
1102
1102
FIELD DRILL
HOLES IN
CONCRETE
CORED HOLE
IN
CONCRETE
GEOTEXTILE
AGGREGATE
FOR END
BENT
BACKFILL
6"∅ END
BENT DRAIN
PIPE
36
36
72
1
1
2
40
40
80
11
11
22
58
58
116
INDIA NA
REG SI TERED
DRAFT
Not for C
onstructio
n
