Scale 1" = 2000'
PROJECT DESIGNATION
CONTRACT
INDIANA DEPARTMENT OF TRANSPORTATION DATE
DATE
PHONE NUMBER
FOR LETTING:
APPROVED
CERTIFIED BY:
PREPARED BY:
PLANS
This Bridge Rehabilitation is on Interstate 65 over East Fork White River, Overflow 3,
Located in Section 29, of Township 7 North, Range 6 East, Redding Township,
in Jackson County Indiana.
PROJECT LOCATION SHOWN BY
STATIONSPAN AND SKEW OVER
INDEX
TYPESTRUCTURE
LOCATION MAP
PROJECT
DESIGNATION
CONTRACT
of
SHEETSSURVEY BOOK
BRIDGE FILE
BRIDGE FILE
1625 N. Post RoadIndianapolis, Indiana 46219Phone: 317-895-2585Fax: 317-895-2596 Web: www.ucindy.com
UNITEDConsulting
PROJECT LOCATION
39 01'29.57" NLATITUDE:
O
85 53'13.86" W
[INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2016 TO BE
USED WITH THESE PLANS]
BRIDGE REHABILITATION
TWIN CONTINUOUS
PRESTRESSED CONCRETE
I-BEAM BRIDGES
LONGITUDE:
R. 6 E.
P.E.
CONST.
FOR SPANS OVER 20 FEET
INDIANA DEPARTMENT
OF TRANSPORTATION
INTERSTATE 65
OVER
EAST FORK OF WHITE RIVER, OVERFLOW 3
BRIDGE REHABILITATION PLANS
PROJECT NO. 0501212
O
1592575 & 1592589
I65-055-04654 CNBL & CSBLR-28940
0501212
R-28940 0501212
1592575 & 1592589
I65-055-04654 CNBL & CSBL
1 10
PROJECT NO. 0501212
RP 55+0.062
R-28940
Part 9 of 14
STA. 2482+65.25 "A"EAST FORK WHITE RIVER,
OVERFLOW 3
I65-055-04654 CNBL
I65-055-04654 CSBL
T. 7 N
.
I65-055-04654 CNBL
I65-055-04654 CSBL
UNITED CONSULTING 317-895-2585
4 SPANS: 45'-6", 2 @
43'-0", 45'-6"
SKEW: 0°
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Title 16 & 17.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
JACKSON COUNTY
DESIGN DATA
TERRAIN
RURAL/URBAN
70 M.P.H.
TRUCKS
FUNCTIONAL CLASSIFICATION
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
D.H.V. (2039)
A.D.T. (2039)
A.D.T. (2019)
TRAFFIC DATA
PROJECT DESIGN CRITERIA
ACCESS CONTROL
38% A.A.D.T.
2,740 V.P.H.
31,320 V.P.D.
34,310 V.P.D.
I-65
PARTIAL RECONSTRUCTION 4R (FREEWAY)
INTERSTATE
RURAL
LEVEL
FULL
50%
29% D.H.V.
TOTAL LENGTH :
ROADWAY LENGTH :
BRIDGE LENGTH : 0.54 MI.
13.71 MI.
14.25 MI.
MAX GRADE: 2.8%
R. 5 E.
KIN DESIGNATION NUMBERS
DESIGNATION DESCRIPTION
1601732 & 1601733 I-65 OVER CSX RAILROAD
1592538 & 1592536
1592568 & 1592576
1592575 & 1592589
1592590 & 1592592
1592595 & 1592594
I-65 OVER MUTTON CREEK DITCH
I-65 OVER EAST FORK OF WHITE RIVER, OVERFLOW NO. 1
1592600 & 1592599
I-65 OVER EAST FORK OF WHITE RIVER, OVERFLOW NO. 2
I-65 OVER EAST FORK OF WHITE RIVER, OVERFLOW NO. 3
I-65 OVER L & I RAILROAD
I-65 OVER ABLE DITCH
I-65 OVER SMALLS CREEK
0501212 I-65 ROAD PLANS
I-65 OVER EAST FORK OF WHITE RIVER
0501212 I-65 TRAFFIC PLANS
PART
1
0501212 I-65 CROSS SECTIONS2
3
4
5
6
7
8
9
10
11
1601840 & 1601970
1601841 & 1601920
12
13 ENOS ROAD OVER I-651700256
CR 800 NORTH OVER I-651700257
REDDING ROAD OVER I-651700258
SR 11 OVER I-651700259
COUNTYLINE ROAD OVER I-651700260
CR 950 SOUTH OVER I-651700261
CR 625 SOUTH OVER I-651700262
13
13
13
13
13
13
14 I-65 OVER DENOIS CREEK1383528 & 1383529
UTILITIES
REVISIONS
SHEET No. DATE REVISION
SHEET NO. DESCRIPTION
1 TITLE
2 INDEX
3-4 MOT DETAILS
5 LAYOUT
6-7 GENERAL PLAN
8 BENT DETAILS
9 PIER DETAILS
10 BRIDGE SUMMARY
INDEXGENERAL NOTES
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Index 16 & 17.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
N/A
N/A
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
2 10
0501212
INDEX
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
1'-6" 1'-6"
54'-10" Out to Out Coping
51'-10" Clear Roadway Width
℄ I-65 & Line "A"
22'-10"
1'-6"1'-6"
54'-10" Out to Out Coping
51'-10" Clear Roadway Width
22'-10"
I-65 Northbound
I-65 Southbound
PHASE 2
4'-0"11'-0"
11'-0" Trucks Only
4'-0"2'-0"
4'-0" 11'-0"
11'-0" Trucks Only
4'-0"2'-0"
1'-6" 1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
℄ I-65 & Line "A"
4'-8"
1'-6"1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
℄ I-65 & Line "A"
4'-8"
I-65 Northbound
I-65 Southbound
PHASE 3
11'-0"12'-0"2'-10"2'-4"12'-0" 2'-10"11'-0"
Truck LaneTruck Lane
2'-0" 14'-0"
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\MOT OVF 3.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
1/4" = 1'-0"
1/4" = 1'-0"
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
3 10
0501212
MAINTENANCE OF TRAFFIC
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
1'-6" 1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
℄ I-65 & Line "A"
4'-8"
1'-6"1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
℄ I-65 & Line "A"
4'-8"
PHASE 4
I-65 Northbound
I-65 Southbound
2'-0"11'-0"
11'-0"11'-0"2'-10"2'-4"2'-10"
Truck Lane
11'-0"
Truck Lane
16'-0"
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\MOT OVF 3.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
1/4" = 1'-0"
1/4" = 1'-0"
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
4 10
0501212
MAINTENANCE OF TRAFFIC
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
540
550
560
570
580
590
600
610
620
540
550
560
570
580
590
600
610
620
590.92
590.9
590.91
590.9
590.76
590.8
590.63
590.6
590.47
590.5
590.46
590.5
585.94
585.9
571.86
571.9
570.87
570.9
577.88
577.9
589.59
589.6
589.31
589.3
589.13
589.1
588.91
588.9
588.73
588.7
2480+00 2481+00 2482+00 2483+00 2484+00 2485+00
End Paving Exception
Sta. 2483+98.92 Line "PR-NBL"
Elev. 589.43
Sta. 2483+56.88 Line "PR-SBL"
Elev. 589.71
Begin Paving Exception
Sta. 2481+75.42 Line "PR-NBL"
Elev. 590.32
Sta. 2481+33.37 Line "PR-SBL"
Elev. 590.63
Approx. Exist. Ground
(Along "PR-NBL")
Prop. Profile Grade
(PR-NBL Shown)
2
:
1
M
a
x
.
Aggregate for End Bent
Backfill over Geotextiles
(Typ.)
6" ∅ End BentDrain Pipe (Typ.) Existing Riprap
Spillslope (Typ.)
2
:
1
M
a
x
.
178'-6" Structure Length
2.00% Grade
2481+
97.92 (N
B)
2481+
55.87 (SB)
2483+
76.42 (N
B)
2483+
34.38 (SB)
Riprap, Class 2
over Geotextiles
5
7
5
590
590
590
590
580
580
580
5
7
5
5
7
5
575
575
580
580
585
585
585
585
I I I I I I I I I I I I I I I I I I II
I
I
I
I
I
I
I
I
I
I
I I II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I I
II
II
II
II
II
II
II
II
II
II
II
II I I I
I I I I I I I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
IIIIIII
IIIIIII
IIIIIII
2479+
00
2480+
00
2481+
00
2482+
00
2483+
00
2484+
00
2485+
00
2486+
00
Begin Paving Exception
Sta. 2481+75.42 Line "PR-NBL"
End Paving Exception
Sta. 2483+98.92 Line "PR-NBL"
Begin Paving Exception
Sta. 2481+33.37 Line "PR-SBL"
End Paving Exception
Sta. 2483+56.88 Line "PR-SBL"
Line "PR-SBL"
Line "A"
Line "PR-NBL"
N 42°03'19" W
N 42°03'19" W
N 42°03'19" W
℄ Twin Structures
2482+65.25 "A"
EFWR OVERFLOW
Riprap Splash
Pad (Typ.)
540 540
590.95
590.9
590.83
590.8
590.68
590.7
590.60
590.6
590.51
590.5
587.68
587.7
573.87
573.9
570.38
570.4
576.25
576.2
589.45
589.5
589.54
589.5
589.23
589.2
589.05
589.0
588.89
588.9
588.74
588.7
2480+00 2481+00 2482+00 2483+00 2484+00 2485+00
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File N
am
e:
P:\C3D
\M
K16-465\Bridge\Bridges 16 &
17 - I-65 over O
verflow
N
o 3\D
wg\Layout 16 &
17.dw
g Plot D
ate:
4/25/2017 Plotted By:
Zola, D
avid
EXISTING STRUCTURE
No Scale
Southbound
Northbound
Southbound
Northbound
TWIN CONTINUOUS PRESTRESSED
CONCRETE I-BEAM BRIDGES
4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"
SKEW: 0°00'00"
70'-0" CLEAR ROADWAY
I-65 OVER EAST FORK WHITE RIVER,
OVERFLOW 3
Existing Clear Roadway = 51'-10"
Portions of existing End Bents, Piers, and Bridge
Deck to be removed.
Notes: For R/W, Earthwork Summary, and Additional
Information see Roadway Plans, Des. No. 0501212.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
1" = 30'
1" = 10'
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
5 10
0501212
LAYOUT
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
128'-6"
℄ I-65 Southbound Lanes
℄ I-65 Northbound Lanes
12'-0"
12'-0"
12'-0"
20'-6" Min.
1'-6" Railing
70'-0" Clear Roadw
ay W
idth
2'-6" Bent
(Typ.)
2'-6" Bent
(Typ.)
178'-6" Out to Out Bridge Floor
43'-0" ℄ Pier to ℄ Pier
45'-6" ℄ Brg. to ℄ Pier 45'-6" ℄ Brg. to ℄ Pier
43'-0" ℄ Pier to ℄ Pier
B
70'-0" Clear Roadw
ay W
idth
73'-0" O
ut to O
ut Coping
73'-0" O
ut to O
ut Coping
12'-0"
B
A
B
B
B
B
A
C
C
C
C
6" Pavement
Ledge (Typ.)
2'-0" Terminal
Joint (Typ.)
22'-0"
12'-0"
12'-0"
12'-0"
12'-0"
Shldr.
Lane
Lane
Lane
Shldr.
Shldr.
Shldr.
Lane
Lane
Lane
2'-0" Terminal
Joint (Typ.)
(Typ.)
Reinf. Conc.
Bridge Appr.
Slab (Typ.)
Maintain Existing
OS-D Drain
(Typ. Outside Coping)
Remove Existing
OS-D Drain
(Typ. Inside Coping)
Proposed OS Drain
(Typ. Widening)
Proposed OS Drain
(Typ. Widening)
6" Pavement
Ledge (Typ.)
Line "A" & ℄ I-65
8'-0" 4'-0"
Sodding
Strip (Typ.)
Riprap Drainage
Turnout (Typ.)
Modified Concrete
Curb Turnout (Typ.)
42'-0"
42'-0"
Reinf. Conc.
Bridge Appr.
Slab (Typ.)
20'-6" Min.
Maintain Existing
OS Drain (Typ.
Outside Coping)
Remove Existing
OS Drain (Typ.
Inside Coping)
6" Pavemnt
Ledge (Typ.)
EE
Type 1A
Joint (Typ.)
F
D
D
F
Type 1A
Joint (Typ.)
Modified Concrete
Curb Turnout (Typ.)
1'-6" Railing
(Typ.)
22'-0"
℄ Bent 1
2481+43.50
℄ Pier 2
2481+89.00
℄ Pier 3
2482+32.00
℄ Pier 4
2482+75.00
℄ Bent 5
2483+20.50
Riprap Splash
Pad (Typ.
Span C
Span D
Bent No. 1
Span B
Span A
Pier No. 2
Pier No. 3
Pier No. 4
Bent No. 5
Existing
HP 12x53 Piles
(Typ. Bent)
Int.
Exp. Exp. Exp.
Int.
EXISTING STRUCTURES BUILT TO A -0.36% GRADE
Concrete Bridge Railing
Transition, Type TFT (Typ.)
Concrete Bridge
Railing, Type FT (Typ.)
Guardrail Transition,
Type TGB (Typ.)
Existing 14" ∅SEC Piles (Typ. Piers)
2
:
1
2
:
1
Exist. Riprap
Spillslope (Typ.)
Class 2 Riprap
(Typical)
8' Riprap Drainage Turnout
4'-0"
Sodding
RIPRAP DRAINAGE TURNOUT
4'-0"
Strip
1'-0"
SCALE: 1/16" = 1'-0"
PLAN
SCALE: 1/16" = 1'-0"
ELEVATION
TWIN CONTINUOUS PRESTRESSED
CONCRETE I-BEAM BRIDGES
4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"
SKEW: 0°00'00"
70'-0" CLEAR ROADWAY
I-65 OVER EAST FORK WHITE RIVER,
OVERFLOW 3
GENERAL NOTES
1. Existing plans for this structure are on file in the records unit of
the Indiana Department of Transportation as Bridge File
I65-055-04654 BNBL & BSBL.
2. Where new work is to be fitted to old work, the Contractor shall
check all dimensions and conditions in the field and report any
discrepancies to the Engineer and assume responsibility for their
correctness and fit of the new part to the old.
3. Reinforcing steel covering shall be 2 1/2" in top and 1" min. in
bottom of floor slabs, and 2" in all other parts, unless noted.
4. Surface seal all exposed surfaces of approach slabs, face of deck
coping and outer 6" of the underside of deck.
5. Stations shown are from the existing plans on file. The stations
will be updated for the proposed alignment for Final Deign.
DESIGN DATA
Designed for HS-20-44 loading in accordance with 2002 AASHTO
Standard Specifications for Highway Bridges 17th Edition and all
Subsequent Interim Specifications.
ULTIMATE DESIGN STRESSES
LEGEND
A
B
C
D
Sandblast the existing bridge deck, widen the superstructure and substructure toward
the median side, seal any cracks in the existing bridge deck, and install a polymeric
bridge deck overlay over the entire bridge deck.
Patch spalled and delaminated areas on the existing substructure units.
Remove and replace the existing reinforced concrete approach slabs.
Limits of Removal
Class "A" Concrete f'c = 3,500 p.s.i.
Class "B" Concrete f'c = 3,000 p.s.i.
Class "C" Concrete f'c = 4,000 p.s.i.
Reinforcing Steel (Grade 60) fy = 60,000 p.s.i.
Remove existing Bridge Railing and 1'-6" of coping.
E Extend Riprap spillslope across median and widen 2' outside the bridge deck.
F Place new Snowplowable Pavement Markings.
No Scale
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\GP 4654.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
GExcavate around Existing piers & place Class 2
Riprap to the depth of 4 ft. and a width of 6 ft.
around all piers.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
AS SHOWN
AS SHOWN
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
6 10
0501212
GENERAL PLAN
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
Crown &
Profile Grade
2% Slope
2% Slope
1'-6"
5'-10" 11'-10" 11'-10" 11'-10" 10'-6"
1'-6"
54'-10" Out to Out Coping
51'-10" Clear Roadway Width
Existing Prestressed
Conc. I-Beam,
Type II (Typ.)
2'-10"
℄ I-65 & Line "A"
22'-10"
5 Spa. @ 9'-10" = 49'-2"
2'-10"
8" Bridge Slab
Existing OS-D
Drain
Sandblast Existing
Bridge Deck and Seal
any Cracks
Shldr.LaneLaneLaneShldr.
Crown &
Profile Grade
2% Slope
2% Slope
1'-6"
5'-10"11'-10"11'-10"11'-10"10'-6"
1'-6"
54'-10" Out to Out Coping
51'-10" Clear Roadway Width
Existing Prestressed
Conc. I-Beam,
Type II (Typ.)
2'-10"
22'-10"
5 Spa. @ 9'-10" = 49'-2"
2'-10"
8" Bridge Slab
Existing OS-D
Drain
Sandblast Existing
Bridge Deck and Seal
any Cracks
Shldr. Lane Lane Lane Shldr.
Remove existing
deck drain
Remove Existing
Concrete Bridge
Railing
Remove Existing
Concrete Bridge
Railing
Crown
2% Slope
2% Slope
1'-6"
12'-0" 12'-0" 12'-0" 12'-0"
1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
Existing Prestressed
Conc. I-Beam,
Type II (Typ.)
2'-10"
℄ I-65 & Line "A"
5 Spa. @ 9'-10" = 49'-2"
8" Bridge Slab
Existing Concrete
Bridge Railing
Limits of
Surface
Seal
4'-8"
2 Spa. @ 9'-0" = 18'-0"
22'-0"
Maintain Existing
Deck Drain
Shldr.LaneLaneLaneShldr.
Polymeric Bridge
Deck Overlay
6"
3/4" Half
Round Drip
Bead
Crown
2% Slope
2% Slope
1'-6"
12'-0"12'-0"12'-0"12'-0"
1'-6"
73'-0" Out to Out Coping
70'-0"Clear Roadway Width
Existing Prestressed
Conc. I-Beam,
Type II (Typ.)
2'-10"
℄ I-65 & Line "A"
5 Spa. @ 9'-10" = 49'-2"
8" Bridge Slab
Existing Concrete
Bridge Railing
Limits of
Surface
Seal
4'-8"
2 Spa. @ 9'-0" = 18'-0"
22'-0"
Maintain Existing
Deck Drain
Shldr. Lane Lane Lane Shldr.
Polymeric Bridge
Deck Overlay
6"
3/4" Half
Round Drip
Bead
19'-8" Proposed Widening
Proposed Profile
Grade
2"
Barrier Delieator
(40' Spacing)
(Typ.)
Proposed Profile
Grade
2"
Proposed OS
Deck Drain
Proposed OS
Deck Drain
19'-8" Proposed Widening
Barrier Delieator
(40' Spacing)
(Typ.)
Proposed
Prestreessed
Conc. I-Beam,
Type II
Proposed
Prestreessed
Conc. I-Beam,
Type II
Concrete Bridge
Railing, Type FT
Concrete Bridge
Railing, Type FT
3'-0"
3'-0"
TWIN CONTINUOUS PRESTRESSED
CONCRETE I-BEAM BRIDGES
4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"
SKEW: 0°00'00"
70'-0" CLEAR ROADWAY
I-65 OVER EAST FORK WHITE RIVER,
OVERFLOW 3
Limits of Removal
SCALE: 1/4" = 1'-0"
PROPOSED TYPICAL SECTION SOUTHBOUND
SCALE: 1/4" = 1'-0"
PROPOSED TYPICAL SECTION NORTHBOUND
SCALE: 1/4" = 1'-0"
EXISTING TYPICAL SECTION SOUTHBOUND
SCALE: 1/4" = 1'-0"
EXISTING TYPICAL SECTION NORTHBOUND
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\GP 4654.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
AS SHOWN
AS SHOWN
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
7 10
0501212
GENERAL PLAN
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
℄ Lanes
12'-0"
4'-3"
7'-9"
2'-6"
Line "A"
2% Slope
2% Slope
℄ Lanes
A
A
2'-10 1/2"5 Spa. @ 9'-10" = 49'-2"
2'-10 1/2"
9'-0"9'-0"
Line "A"
1'-0"35'-8"19'-3"
Bent
6" Proposed
Pvm
n't Ledge
6" Exist
Pvm
n't Ledge
2" x 8"
Keyway
Bearing Assembly
(Typ.)
2 -Proposed
HP 12 x 53
2'-0" Min.
Pile Embedment
3'-0" M
in.
6 - Existing
HP 12 x 53
2'-10 1/2"5 Spa. @ 9'-10" = 49'-2"2 Spa. @ 9'-0" = 18'-0"
Proposed Prestressed
Concrete I-Beam,
Type II (Typ.)
Wingwall
Removal
Field Drilled
Holes in Concrete
(Typ.)
Varies 6'-2 1/2"
to 6'-11"
18'-2" Proposed Widening
3'-0"
Existing Prestressed
Concrete I-Beam,
Type II (Typ.)
4'-6 1/2"
Wingwall
2" x 8"
Keyway
Field Drilled
Holes in Concrete
74'-1"
1" Expansion
Material
1/2" Open
Joint
1'-0"
42'-0"
Cap
2'-6"1'-6"
1'-3"1'-3"
E.C. Threaded Tie
Bar Assembly
6" ∅ Drain Pipe
20'-6" Min. Reinforced Concrete
Sleeper Slab
Dense
Geraded
Subbase
Aggregate for
End Bent over
Geotextiles
4
1
2'-0" Terminal
Joint
Approach
Pavement
3'-0"
Min. Cap
2'-0"
Min. Em
bedm
ent
Bridge Approach Slab
SCALE: 1/4" = 1'-0"
TYPICAL BENT PLAN
SCALE: 1/4" = 1'-0"
TYPICAL BENT ELEVATION
SCALE: 1/2" = 1'-0"
SECTION A-A
Limits of Removal
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\GP 4654.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
N
o
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t
h
b
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n
d
S
o
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t
h
b
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n
d
(NB Bent 4 & SB Bent 1 shown,
NB Bent 1 & SB Bent 4 same by opposite hand)
(NB Bent 4 & SB Bent 1 shown,
NB Bent 1 & SB Bent 4 same by opposite hand)
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
AS SHOWN
AS SHOWN
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
8 10
0501212
BENT DETAILS
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
B
B
Line "A"
5 Spa. @ 4'-0" = 20'-0"
5 Spa. @ 9'-10" = 49'-2"
54'-6" Existing Pier Cap19'-2" Proposed Widening
3 Spa. @ 3'-10" = 11'-6"10 Spa. @ 3'-10" = 38'-4"
73'-8"
1'-6"
2 Spa. @ 9'-0" = 18'-0"
Line "A"
1'-0" Wall
Removal
5'-0" M
in.
2'-4"
Field Drilled
Holes in Concrete
2" x 8"
Keyway
2" x 8"
Keyway
Field Drilled
Holes in Concrete
3'-0" 3'-6"
℄ Roadway
℄ Roadway
73'-8"
42'-0"
2'-6"
12'-6"
2'-0"
42'-0"
Min.
4'-8"
Em
bedm
ent
(Typ.)
2'-6"
12'-6"
2'-0"
3'-0"
2'-0"
3'-0"
5'-0" M
in.
Em
bedm
ent
Min.
SCALE: 1/4" = 1'-0"
TYPICAL PIER ELEVATION
SCALE: 1/4" = 1'-0"
TYPICAL PIER PLAN
SCALE: 1/4" = 1'-0"
SECTION B-B
Limits of Removal
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\GP 4654.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
N
o
r
t
h
b
o
u
n
d
S
o
u
t
h
b
o
u
n
d
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
AS SHOWN
AS SHOWN
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
9 10
0501212
PIER DETAILS
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION
CAST IRON
GRATES,
FITTINGS
BASINS,&
CLASS C
SUPERSTR
cys.
ITEM
CONCRETE
RAILING
CLASS C
cys.cys. cys.
FTG.
CLASS BCLASS A
SUBSTR
CONCRETE
IN
lft. lbs. lbs.
REINF.
BARS
COATED
REINF.
BARS
EPOXY
PILES
STEEL H
EPOXY
COATED
eachlbs. no. lft.
ANCHOR
PLATES
MK-AP
STRUCT.
STEEL
CONC.
ENCASED
SHELL
STEEL
no.no. lft. lft. no.
REINF. CONC.
STEEL SHELL
EPOXY COAT.
ENCASED
STEEL "H"
HP12x74
lft.lft. no. each
STEEL H
REINF.
ENCASED
CONC.
PILE TIP
STEEL H
no. lft. cys.
END BENT
CORED
ROCK
HOLES IN
AGGREGATE DENSE
GRADED
** ESTIMATED QUANTITY
each
BARRIER
DELINEATORS
TYPE "WGB"
RAIL TRANS.
lbs. lft. ea.
EXP.
JOINT
TYPE "SS"
BARRIER
CONCRETE
lft. lft.
CONC.STR.MEMBERS
BOX BEAMS
TYPE
I BEAM
TYPE III
EPOXY COATED
sys. sys.
SURFACE
SEAL
MASONRY
COATING
each lft.
R.C. PAVEMENT
ASSEMBLIES
THREADED BAR
MODIFIED
14 Inch
lbs.
6 Inch
SUBBASE
** **
BACKFILL
FOR
Totals
SUMMARY OF BRIDGE QUANTITIES
1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com
ConsultingUNITED
File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Bridge Sum Tbl.dwg Plot Date: 4/25/2017 Plotted By: Zola, David
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
MRL DJZ
BSF MRL
N/A
N/A
I65-055-04654 CNBL & CSBL
1592575 & 1592589
-
R-28940
10 10
0501212
BRIDGE SUMMARY TABLE
I-65 OVER EFWR, OVERFLOW 3
INDIANA
DEPARTMENT OF TRANSPORTATION