for information only
TRANSCRIPT
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
NLW
GLB
142
Notes:
For Detail "A", See Sht.3
The signs shown are part of the existing detour for the
Florida Road Project (Des. No.1400581) that will be in
place during the construction of this project.
MAINTENANCE OF TRAFFIC
DETOUR
FOR INFORMATION ONLY
116th Street
Florida Road
Florida Road
104th Street
126th Street 126th Street
S
o
u
t
h
e
a
s
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n
P
k
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y
(
G
r
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f
i
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l
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A
v
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.
)
1
1
3
th
S
tre
e
t
113th Street
Atlantic Road
S
o
u
t
h
e
a
s
t
e
r
n
P
k
w
y
(
G
r
e
e
n
f
i
e
l
d
A
v
e
.
)
L
i
c
k
C
r
e
e
k
R
o
a
d
C
o
n
n
e
c
t
i
c
u
t
A
v
e
.
Cyntheanne Road
Cyntheanne Road
Olio Road
10
9
8
20 8
20
E
Barricade IIIB Staggered to
Allow Local Traffic & Road
Closure Sign
Assembly Type 1
8
6
8
7
10
9
10
9
16
Cover Ex. Double Arrow Sign
on South Side of Intersection
Barricade IIIB Staggered to
Allow Local Traffic
& Road Closure Sign
Assembly Type 2
E
1421
18
17
6 8
8
8
20
Barricade IIIB Staggered to
Allow Local Traffic
& Road Closure Sign
Assembly Type 1
E
10
20
9
8
8
67
108
9
8
8
21
21
E
Barricade IIIB Staggered to
Allow Local Traffic
& Road Closure Sign
Assembly Type 1
6 8
Barricade IIIA
& Road Closure Sign
Assembly Type 4
See Detail "A"
Project Area
No Scale
DETOUR ROUTE MAP
13
15
14
21
Path
8
7
Olio Road
SIDEWALKCLOSED
R11-4
60"x30"
R11-2
48"x30"
R11-4
60"x30"
XM4-10(L)
48"x18"
XM4-10(R)
48"x18"
Road Closure Sign Assembly
Type 1
Road Closure Sign Assembly
Type 2
Road Closure Sign Assembly
Type 3
Road Closure Sign Assembly
Type 4
XM4-10(R)
48"x18"
R9-9
24"x12"
XM4-8
24"x12"
D3-1
24"x24"
M5-1(L)
21"x15"
M6-1(L)
21"x15"
M6-3
21"x15"
M5-1(R)
21"x15"
M6-1(R)
21"x15"
D3-1
24"x24"
D3-1
24"x24"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
D3-1
24"x24"
XM4-8
24"x12"
XM4-8
24"x12"
D3-1
24"x24"
M6-3
21"x15"
M6-1(L)
21"x15"
M5-1(L)
21"x15"
M6-1(L)
21"x15"
M5-1(R)
21"x15"
XM4-8
24"x12"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
XM4-8
24"x12"
D3-1
24"x24"
XM4-8A
24"x18"
D3-1
24"x24"
M6-1(R)
21"x15"
Pre-Route Closure Notice Sign
36"x36"
XM4-8
24"x12"
D3-1
24"x24"
XM4-8A
24"x18"
D3-1
24"x24"
LEGEND
Detour Route Marker Assembly
Construction Sign (Light Not Req'd)
Barricade III-A or III-B
Project Area
Direction of Detour
LEGEND
ESTIMATE OF QUANTITIES - DETAIL "A"
NOTE:
All XG20-5 shall be installed a minimum of 14 days
prior to closing road.
All signs, lights and barricades shall be in
accordance with current INDOT Standards and the
Manual on Uniform Traffic Control Devices.
C
Barricade Type III-B
1. Advance Turn (L or R)
A
B
D
4. End
1
2. Directional
3. Confirming
4
XW20-3 Road Closed Ahead (with Route Marker)2
3
CONSTRUCTION SIGNS TYPE "A"
Barricade Type III-A & Road Closure Sign Assembly
Barricade Type III-B & Road Closure Sign Assembly
Detour Route Marker Assembly
R11-2 Road Closed
XG20-5 Road Closed on or After xx/xx/xxxx (with Route Marker)
R11-4 Road Closed To Thru Traffic
QUANTITY
80 Lft.
3 Ea.
5 Ea.
32 Lft.
ITEM
Barricade Type III-A
Barricade Type III-B
Road Closure Sign Assembly
Construction Signs Type "A"
6 Ea.Detour Route Marker Assembly
CONSTRUCTION SIGNS TYPE "B"
5 XM4-10 (R) Detour
Florida Road
Florida Road
113th Street
113th
Str
eet
C
o
u
p
l
e
D
r
.
K
e
e
l R
d
.
M
a
s
t
C
t
.
N
e
w
b
u
r
y
p
o
r
t
Starboard Rd.
L
e
x
i
L
n
.
F
a
t
h
o
m
L
n
.
Clove Hitch Ct.
Bowline
Rd.
Luxhaven
Rd.
M
e
it
h
S
t
.
M
a
r
t
h
a
S
t
.
DETAIL "A"
No Scale
Project Limits
D2
D2
D4
D2
C
B
D2
Florida Road
Park Entrance
A
G
alley W
ay
A
l
b
a
t
r
o
s
s
C
i
r
.
A
D2
1
F
A
L
L
C
R
E
E
K
1
4 5
3
3
2
2
3
D
r
iv
e
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
05/17/18
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
143
Note:
For location of Detail "A", See Sht.2
MAINTENANCE OF TRAFFIC
DETOUR
10
LEGEND
R
Linear Grading with Compacted Aggregate No.53
(As directed by the Engineer)
Transition Milling and Resurfacing with
165 lb/syd QC/QA HMA, 3, 64, Surface, 9.5 mm
If required due to damage to existing pavement from removal of
Approach Slab, a 5'-0" Max. length of pavement at each end shall
be replaced with:
165 lb/syd QC/QA-HMA, 3, 64, Surface, 9.5 mm on
330 lb/syd QC/QA-HMA, 2, 64, Intermediate, 19.00 mm on
440 lb/syd QC/QA-HMA, 2, 64, Base, 25.00 mm on
Subgrade Treatment, Type II, Modified
12'-6" W-Beam Guardrail @ 6'-3" Spacing.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Omit 2' Grading behind OS End Treatment
K
34
36
*
W
Line "A"
+00
30'
+50
50'
+50
50'
+50
50'
+60
50'
+50
50'
Florida Road
Edge of Pavement
(Typ.)
10+
00
K
R
K
R
Pot. Sta. 7+18 Line "A"
=Pot. Sta. 10+00 Line "S-1-A"
Martha St.
Line "S-1-A"
Guardrail End
Treatment
Type OS*
PLAN
Scale: 1"=20'-0"
App.Ex. R/W
App.Ex. R/W
App.Ex. R/W
App.Ex. R/W
App.Ex. R/W
App.Ex. R/W
10
TTTTTTTTTTTTTTTTTTTTT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
Guardrail
Type TGB
W
Guardrail End
Treatment
Type OS*
Guardrail
Type TGB
W
105 Lft. Silt Fence
105 Lft. Silt Fence
105 Lft. Silt Fence
55 Lft. Silt Fence
Constr. Limits
Constr. Limits
Constr. Limits
Guardrail End
Treatment
Type OS*
Guardrail
Type TGB
W
10
Guardrail
Type TGB
W
10
Constr. Limits
Existing Guardrail
385'34385'36
10
385'34385'36
R
20'-6"
R.C. Bridge
Appr.
LONGITUDINAL SECTION
Scale: 1"=20'-0"
Bridge Limits
20'-6"
R.C. Bridge
Appr.
30'-0"
Resurfacing
K
Existing Groundline
Along Line "A"
K
R
30'-0"
Resurfacing
Exist. Pavement Exist. Pavement
End Project
Sta. 11+62.50 "A"
Begin Project
Sta. 8+37.50 "A"
Transition Milling (Typ.)
(See Std. Dwg. E306-TMPT-01)
Saw Cut
1 1/2" Min. (Typ.)
85'-0"
Incidental Construction
85'-0"
Incidental Construction
11'-0" ** 11'-0" **8'-3"
Varies***
2
.
5
:
1
(
M
a
x
)
TYPICAL SECTION (RESURFACING) - INCIDENTAL CONSTRUCTION
Scale: 1/4"=1'-0"
5'-0"
** Match Existing Width
*** Transition From Cross-Slope of Bridge and Approach Slab to
Existing Cross-Slope of Pavement and Shoulders.
8'-3"
34
3'-3" 5'-0" 3'-3"
Varies***
34
W-Beam Guardrail
(Typ.)
3610 R 10
2
.
5
:
1
(
M
a
x
)
Existing
Groundline
Tack Coat
36
Line "A"
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
LINE "A"
LAYOUT
PB-18-0002
TSW
GLBNLW
GLB
Note:
No Survey performed.
Plans drawn based on Information in Original Plans.
Contractor must stay within Existing R/W.
HAMILTON COUNTY INDIANA
144
C1 of C10
05/17/18
C Brg. Bent No.1
Sta. 8+59.75 "A"
Exist. P.G. El. 795.50
C Brg. Bent No.5
Sta. 11+40.25 "A"
Exist. P.G. El. 795.92
L
L
L
L
L
9"
(Typ.)
1'-6"
(Typ.)
3'-0"
(Typ.)
3'-6" 39'-3" 27'-0" 39'-0" 19'-6" 19'-6" 39'-0" 12'-0" 27'-0" 39'-3" 3'-6" Spa. for Existing Roadway
Drain, Type "OS" (Typ.)
Coping Line
1'-6"
1'-0" Mudwall
(Typ.)
8'-3"
Shldr.
8'-3"
Shldr.
11'-0"
Lane
11'-0"
Lane
PLAN
Scale: 3/32"=1'-0"
L L
70'-6"
C Pier to C Pier
69'-0"
C to C Bearings
69'-9"
C Bearings to C Pier
L L
70'-6"
C Pier to C Pier
L
69'-9"
C Bearings to C Pier
LL L
L L
69'-0"
C to C Bearings
L L
Face of Railing
Face of Railing
Existing Deck Drain
(Typ.)
C Structure, C Roadway & Line "A"
L
281'-7 3/4" O. to O. Slab Floor (Existing)
WING "A"
WING "B"
WING "C"
WING "D"
Coping Line
A
L L
C Structure & C Pier No.3
Sta. 10+00.00 "A"
Exist. P.G. El. 797.27
L L
69'-0"
C to C Bearings
69'-0"
C to C Bearings
L
L
Shoulder Line
(Typ.)
Shoulder Line
(Typ.)
6" Pvm't
Ledge (Typ.)
3'-7" Bridge Deck Removal
(Typ. Ea. End)
A
Type BS-II Exp. Joint
(To Be Removed)
(Typ.)
12'-0"
C Pier No.4
Sta. 10+70.50 "A"
Exist. P.G. El. 796.98
1" Expansion Joint
Material (Typ.)
L
C Bent
No.1
C Bent
No.5
L
F
A
L
L
C
R
E
E
K
3'-0" CAP
(TYP.)
FLORIDA ROAD
20'-6"
R.C. Bridge Approach
(Typ.)
1'-3"
C Pier No.2
Sta. 9+29.50 "A"
Exist. P.G. El. 796.77
284'-0" O. to O. Structure Floor (Existing)
30'-0" Clear Roadw
ay
33'-0" O
. to O
. Coping
1'-6"
1'-6"
SEMI-FIXED
EXP.
Existing Concrete
Bridge Railing
(To Remain in Place)
Existing Concrete
Bridge Rail Transition
(To Be Removed)(Typ.)
ELEVATION
Scale: 3/32"=1'-0"
STRUCTURE BUILT ON A 450' VERTICAL CURVE
SPAN "B"
SPAN "A"
SPAN "C" SPAN "D"
SEMI-FIXEDSEMI-FIXED
EXP.
PIER NO.2
Existing Revetment
Riprap (Typ.)
PIER NO.3
BENT NO.1
PIER NO.4
BENT NO.5
Existing 14"∅ Steel Encased
Concrete Piles (5 Gauge)
(Typ.)
Existing Grade
Along Line "A"
PVI Sta. 10+00.00 "A"
El.801.26
-3.40%
+
3.70%
2:1 Slope (Typ.)
Existing Guardrail
(Portions to Be
Removed) (Typ.)
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
GENERAL PLAN - EXISTING
CONTINUOUS PRESTRESSED
COMPOSITE CONCRETE I-BEAM BRIDGE
4 SPANS: 69'-9", 70'-6", 70'-6", 69'-9"
30'-0" CLEAR ROADWAY SKEW: 0°
FLORIDA ROAD OVER FALL CREEK
HAMILTON COUNTY
HAMILTON 192
AS NOTED
AS NOTED
GENERAL PLAN
PB-18-0002
TSW
GLBNLW
GLB
145
Notes:
For General Notes & Construction Procedure, See Dwg.C4.
For Section A-A, See Dwg.C5.
Hatched Areas indicate portions to be removed.
C2 of C10
05/17/18
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
GENERAL PLAN - PROPOSED
CONTINUOUS PRESTRESSED
COMPOSITE CONCRETE I-BEAM BRIDGE
4 SPANS: 69'-9", 70'-6", 70'-6", 69'-9"
30'-0" CLEAR ROADWAY SKEW: 0°
FLORIDA ROAD OVER FALL CREEK
HAMILTON COUNTY
HAMILTON 192
AS NOTED
AS NOTED
GENERAL PLAN
PB-18-0002
TSW
GLBNLW
GLB
HAMILTON COUNTY INDIANA
Notes:
For General Notes & Construction Procedure, See Dwg.C4.
For Section B-B, See Dwg.C6.
146
C3 of C10
05/17/18
WING "A"
WING "B"
8'-3"
Shldr.
8'-3"
Shldr.
11'-0"
Lane
11'-0"
Lane
WING "D"
Shoulder Line
(Typ.)
B B
9"
(Typ.)
1'-6"
(Typ.)
3'-0"
(Typ.)
3'-6" 39'-3" 27'-0" 39'-0" 19'-6" 19'-6" 39'-0" 12'-0" 27'-0" 39'-3" 3'-6" Spa. for Existing Roadway
Drain, Type "OS" (Typ.)
L
70'-6"
C Pier to C Pier
69'-0"
C to C Bearings
69'-9"
C Bearings to C Pier
70'-6"
C Pier to C Pier
69'-9"
C Bearings to C Pier
L
L
69'-0"
C to C Bearings
Face of Railing
C Structure, C Roadway & Line "A"
L
WING "C"
WING "D"
Coping Line
L L
69'-0"
C to C Bearings
69'-0"
C to C Bearings
L
Shoulder Line
(Typ.)
3'-7" Bridge Deck Removal
(Typ. Ea. End)
12'-0"
LL L L L
L LL LL L
Type I-A
Joint (Typ.)
Face of Railing
1 3/4" Bridge
Deck Overlay
Existing Deck Drain
(Typ.)
Coping Line
L
L
C Brg. Bent No.1
Sta. 8+59.75 "A"
P.G. El. 795.60
C Brg. Bent No.5
Sta. 11+40.25 "A"
P.G. El. 796.02
L
C Structure & C Pier No.3
Sta. 10+00.00 "A"
P.G. El. 797.37
L L
FLORIDA ROAD
F
A
L
L
C
R
E
E
K
C Pier No.4
Sta. 10+70.50 "A"
P.G. El. 797.08
3'-7" New Concrete Bridge Rail,
Type FC. (Typ.)
C Pier No.2
Sta. 9+29.50 "A"
P.G. El. 796.87
9" Pvm't
Ledge (Typ.)
3'-0" CAP
(TYP.)
L
C Bent
No.1
L
C Bent
No.5
30'-0"
1" Expansion Joint
Material (Typ.)
PLAN
Scale: 3/32"=1'-0"
20'-6"
R.C. Bridge Approach
(Typ.)
284'-0" O. to O. Structure Floor (Proposed)
Tree Trimming or Clearing
(Typ. all corners)*
Clean Deck Drains
(Typ.)*
*See Special Provisions
L
Remove Debris
from Channel*
(Especially at Pier No.3)
30'-0" Clear Roadw
ay
1'-6"
1'-6"
33'-0" O
. to O
. Coping
SEMI-FIXED
Existing Concrete
Bridge Railing
Concrete
Bridge Railing,
Type FC (Typ.)
ELEVATION
Scale: 3/32"=1'-0"
STRUCTURE BUILT ON A 450' VERTICAL CURVE
Existing Revetment
Riprap (Typ.)
SEMI-FIXEDSEMI-FIXED
SEMI-INTEGRAL
SEMI-INTEGRAL
Existing 14"∅ Steel Encased
Concrete Piles (5 Gauge)
(Typ.)
PVI Sta. 10+00.00 "A"
El.801.26 (Exist.) El.801.36 (Prop.)
-3.40%
+
3.70%
BENT NO.1
PIER NO.2
PIER NO.3 BENT NO.5
SPAN "C"SPAN "B"
SPAN "A"
SPAN "D"
PIER NO.4
Concrete
Bridge Railing,
TFC (Typ.)
Guardrail Transition,
Type TGB (Typ.)
W-Beam Guardrail @ 6'-3" Spa.
(Typ.) (Connect into Existing
Guardrail @ SE Corner)
2:1 Slope (Typ.)
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
MATERIAL NOTES
BRIDGE DECK OVERLAY: 1 3/4" Latex Modified Portland Cement Concrete or 1 3/4"
Silica Fume Modified Structural Concrete.
HAMILTON 192
AS NOTED
AS NOTED
GENERAL PLAN
PB-18-0002
TSW
GLBNLW
GLB
HAMILTON COUNTY INDIANA
147
GENERAL PLAN
CONTINUOUS PRESTRESSED
COMPOSITE CONCRETE I-BEAM BRIDGE
4 SPANS: 69'-9", 70'-6", 70'-6", 69'-9"
30'-0" CLEAR ROADWAY SKEW: 0°
FLORIDA ROAD OVER FALL CREEK
HAMILTON COUNTY
Grade 60: fy=60,000 psi
REINFORCING STEEL:
Class "C": f'c=4000 psi
DESIGN DATA
GENERAL NOTES
Reinforcing steel covering shall be 2 1/2" in the top and 1" minimum
in the bottom of the floor slab and 2" in all other parts, unless noted.
All exposed faces of concrete railings, deck copings to outside face of
external beams, reconstructed end bents and approach slabs to be
sealed in accordance with Article 702.21 of the Specifications.
(Estimated Quantity = 7435 Sft.)
Where new work is to be fitted to the old work, the Contractor shall
check and verify all dimensions, elevations 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 construction
to the existing structure.
Plans for the existing structure are on file in the office of the Hamilton
County Engineer and are available upon request. Data shown for
existing bridge and subsequent geometry for proposed structure
taken from original plans.
The Contractor shall clean the existing Deck Drains, cut back
vegetation at Bridge and clear debris from channel. The cost of these
items shall be included in the cost of "clearing right of way".
DESIGN STRENGTHS:
LIVE LOAD: Designed for HS 20-44 loading in accordance with the
1983 AASHTO Standard Specifications and Interim
Specifications.
CONSTRUCTION PROCEDURE
1. Remove approach slabs and portions of existing deck and rail.
2. Remove existing Mudwalls down to the existing Construction Joint
at Bent No.1 & Bent No.5.
3. Cast semi-integral Diaphragms below Bridge Deck.
4. Cast Bridge Deck and Approach Slabs.
5. Cast Concrete Bridge Rail and Bridge Rail Transitions and
Install new Guardrail at the Bridge corners and reattach Existing
Guardrail at S.E. Corner.
6. Evaluate existing Bridge Deck for patching and perform Bridge Deck Overlay.
7. Complete all other work shown or indicated in the plans.
Notes:
The sequence of the above notes does not necessarily
indicate sequence of construction operations.
The Contractor shall use special care during Deck Surface Milling so that the
Existing Reinforcing Steel is not damaged.
The Contractor shall use special care during Deck Removal and Partial Depth
Patching so that the Precast Deck panels are not damaged.
C4 of C10
05/17/18
Profile Grade
Concrete Barrier
Railing, (Typ.)
Slope 1.5%
3/4" Half Round
Drip Bead (Typ.)
11'-0" Lane 11'-0" Lane
C Structure,
C Roadway,
& Line "A"
L
2'-4"
5 Spa. @ 5'-8" = 28'-4"
2'-4"
4'-0"
Shldr.
1'-4"
4'-0"
Shldr.
30'-0" Clear Roadway
33'-0" O. to O. Coping
Type "A"
Constr. Jt. (Typ.)
6"
(Typ.)
8"
Slab
Precast Deck
Panels
Bridge Deck
Patching,
Partial Depth
Type III
Prestressed Conc.
I-Beams (Typ.)
TYPICAL SECTION - EXISTING
Scale: 3/8"=1'-0"
Bridge Deck Patching,
Full Depth
2"1'-4"2"
L
Slope 1.5%
1/2" Surface Milling &
Hydrodemolition
2'-9"
1'-2"
TYPICAL SECTION - PROPOSED
Scale: 3/8"=1'-0"
3/4" Half Round
Drip Bead (Typ.)
11'-0" Lane 11'-0" Lane
2'-4"
5 Spa. @ 5'-8" = 28'-4"
2'-4"
4'-0"
Shldr.
4'-0"
Shldr.
30'-0" Clear Roadway
33'-0" O. to O. Coping
2'-9"
Type "A"
Constr. Jt. (Typ.)
1'-2"
7 1/2"
Slab
Precast Deck
Panels
Bridge Deck Patching,
Partial Depth
*(Est. Quantity = 416 Sft.)
Type III
Prestressed Conc.
I-Beams (Typ.)
1 3/4" M
in.
Bridge D
eck O
verlay
Bridge Deck Patching,
Full Depth
(Est. Quantity = 50 Sft.)
Limits of
Surface Seal
(Typ.)
L
Concrete Barrier
Railing, (Typ.)
1'-4" 2"1'-4"2"
6"
(Typ.)
C Structure,
C Roadway,
& Line "A"
L
Slope 1.5% Slope 1.5%
Profile Grade
+1 1/4"
*For Estimating Purposes only
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
148
SUPERSTRUCTURE DETAILS
BENT NO.1 & NO.5 REMOVAL
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For Reconstruction Details, see Dwg.C6.
Existing Precast Panels are to remain in place and not damaged during the partial removal of the existing deck.
Contractor shall verify the Locations of the Precast Panels and report any discrepancies to the Engineer.
Notes:
Hatched areas indicate portions to be removed.
Elevation dimensions measured along C Bent unless noted.
*Side Retainer spacing dimensions are approximate and
shall be verified in the Field.
C5 of C10
L
05/17/18
A
A
Removal Line
at Existing
Constr. Jt.
33'-2"
Limits of Mudwall Removal
35'-2" C Roadway
1'-0" 1'-0"
Ͱ
L
SawcutSawcut
Existing 14"∅Steel Encased Concrete Piles
(Typ.)
3'-8" 2'-0" 3'-8" 2'-0" 1'-10" 2'-0" 3'-8" 2'-0" 3'-8"1'-10"
*Side Retainer Spa.
1 1/2"
Min.
C Bent, C Structure
& Line "A"
L L
ELEVATION
Scale: 3/8"=1'-0"
2'-6"
SECTION A-A
Scale: 3/4"=1'-0"
1'-0"
Mudwall
3'-7"
Bridge Deck
Removal
8" Slab
(Existing)
Existing
Constr. Jt.
Removal Line at
Existing Constr. Jt.
Existing Vertical Reinf.
Steel to be cut off at
Removal Line
C Brg.
3" 1'-3"
1'-6" 1'-6"
3'-0"
Existing R.C.
Approach Slab
Existing
Type I-A Jt.
Existing Precast
Panels
6" M
in.
C Bent
1'-0"
Existing Longitudinal Reinf. Steel
to be cleaned, straightened, and
remain in place.
1/2" Surface
Milling
Remove existing
BS Jt.
L
Existing Elastomeric
Brg. Pad
L
2'-7"
Top of
Side Retainer
Existing
I-Beam
33'-2"
Limits of Mudwall Removal
7'-6"
(Typ.)
4'-6"
(Typ.)
35'-2"
C Beam (Typ.)
L
1'-0"
12'-0"
(Typ.)
C Bent
L
C Brg.
L
1'-0"
Wing "B" Wing "A"
SawcutSawcut
1'-3"
3"
6"
1'-0"
6" Pvm
't. Ledge
3'-0"
C Bent, C Structure
& Line "A"
LL
Existing 14"∅ Steel
Encased Concrete Piles
(Typ.)
PLAN
Scale: 3/8"=1'-0"
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
149
SUPERSTRUCTURE DETAILS
BENT NO.1 & NO.5 RECONSTRUCTION
C6 of C10
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For Polychloroprene Sheeting Detail, see Dwg.C7.
For Bar Bending Details & Bill of Materials, see Dwg.C7.
For Slab Plan Details, see Dwg.C8.
Concrete Class "C" in Superstructure Billed with Superstructure.
For Type I-A Joint, see Std.Dwg.No.E724-BJTS-01.
For Reinforcing Bar Notes, see Std.Dwg.No.E703-BRST-01.
"E" denotes Epoxy Coated Reinforcing Steel.
05/17/18
35'-2"
C Beam
(Typ.)
L
PLAN
Scale: 3/8"=1'-0"
7'-6"
(Typ.)
4'-6"
(Typ.)
12'-0"
(Typ.)
1'-0" 1'-0"
2'-0"
1" Joint
FillerC Bent
L
C Brg.
L
5-#7Ex4'-0"
7-#7Ex32'-8"
(2-P'vmt. Ledge)
(5-R.F.)
17-501aE
1-603aE
(Typ. Btwn. Beams)
1" Joint
Filler
33'-0" C Roadway
Ͱ
L
5-604aE
(Lap with #7E in R.F.)
5-604aE
(Lap with #7E in R.F.)
33 Spa. @ 1'-0" Max. = 32'-6" (401aE)
4" 4"
L
C Bent, C Structure
& Line "A"
L
1" Joint
Filler
9" P'vm
t
Ledge
1" Joint
Filler
1'-0"
16 Spa. @ 2'-0" Max. = 31'-2" (501aE)
1'-0"
2'-10" 2'-10"
2-#6Ex5'-0" 2-#6Ex5'-0"2-#6Ex5'-0"2-#6Ex5'-0"
1'-0"1'-0"
2 Spa. @ 1'-0" Max.
=1'-1"
37-601aE
31-602aE
31-605aE
2-#6Ex5'-0" 2-#6Ex5'-0"
4 Spa. @
1'-0" Max. =
3'-8"
(Typ. Spa.
btwn. Beams)
1'-0"
1'-0"1'-0"
34-401aE
5-#7Ex4'-0" 5-#7Ex4'-0" 5-#7Ex4'-0" 5-#7Ex4'-0"
SECTION A-A RECONSTRUCTION
Scale: 3/4"=1'-0"
3'-7"
Bridge Deck
Reconstruction
1'-6"1'-6"
1'-6"
Existing
Concrete
I-Beam
Bottom of Web
Top of Web
Field Drilled Hole in Concrete in
Web of Existing Beam for #7E's
Lapped with #6E's thru beam.
6" Dense
Graded
Subbase
Geotextiles For
Underdrain, Type 1A
Polychloroprene Sheeting
(See Detail)
Fill with Expanded
Polystyrene between back of
Beam and Face of Mudwall.
1/2" Expanded Polystyrene
on top of Existing Mudwall
and Side Retainers.
3'-0"
Existing Precast
Panels
401aE
1'-6"
1 3/4" Bridge
Deck Overlay
Top of Side
Retainer
1'-0"
Overlay
Dam
12" R.C. Bridge
Approach Slab
1'-0"
6"
Type I-A
Jt.
9" Pvm't Ledge
6" Chamfer
4
1
C Bent
L
#7E
501aE
Aggregate for End
Bent Backfill
4"
4"
2'-0"
1'-2"
601aE
Existing
Brg. Pad
#7E Spa. @
1'-0" M
ax.
Existing 6"∅End Bent Drain Pipe
1" Joint
Filler
A
A
B
B
C Bent, C Structure
& Line "A"
L
33'-0" C Roadway
Ͱ
L
1" Joint
Filler
SHOWING F.F.
REINFORCING
SHOWING R.F.
REINFORCING
#7E Btwn. Beams
(Typ.)
#7E
#6E Thru Beams
(Typ.)
5-603aE
(Typ. Btwn. Beams)
L
Elastomeric
Bearing pad (Typ.)
ELEVATION
Scale: 3/8"=1'-0"
Existing 14"∅ Steel
Encased Concrete Piles
(Typ.)
604aE
601aE
(Typ.)
601aE
(Typ.)
604aE
501aE
401aE
605aE
1'-6"
#7E
1/2" Expanded Polystyrene (Btwn. Beams)
on top of Side Retainers, Existing Mudwall,
and 2" Expanded Polystyrene on vertical
faces.
Field Drilled Hole in Concrete. Embed #6E
Bar 7" Min. with Approved Anchor System.
(Min. Pullout = 27 Kips)
4
1
602aE
605aE
501aE
603aE
#7E Btwn. Beams
9"
#7E
6" Chamfer
1'-6"
3'-0"
3'-7"
Bridge Deck
Reconstruction
1 3/4" Bridge
Deck Overlay
1'-0"
Overlay
Dam
12" R.C. Bridge
Approach Slab
Type I-A
Jt.
9" Pvm't Ledge
C Bent
L
SECTION B-B RECONSTRUCTION
Scale: 3/4"=1'-0"
401aE
Top of Side
Retainer
1'-6"
2'-0"
Existing Precast
Panels
6" Dense
Graded
Subbase
1'-0"
6"
1'-6"
601aE
1'-2"
Geotextiles For
Underdrain, Type 1A
Polychloroprene Sheeting
(See Detail)
Aggregate for End
Bent Backfill
#7E Spa. @
1'-0" M
ax.
Existing 6"∅End Bent Drain Pipe
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
1410
BILL OF MATERIALS
BENT NO.1
(BENT NO.5 SAME UNLESS NOTED)
REINFORCING BARS
SIZE or
MARK
No. of
BARS
LENGTH
WEIGHT (Lbs)
#7E 7 32'-8"
#7E 25 4'-0"
Total #7E 671
601aE 37 6'-8"
602aE 31 7'-1"
603aE 5 3'-8"
604aE 10 4'-4"
605aE 31 3'-8"
#6E 12 5'-0"
Total #6E 1055
501aE 17 1'-9"
Total #5E 31
401aE 34 4'-2"
Total #4E 95
Total Epoxy Coated Reinforcing Bars
1852
MISCELLANEOUS
Aggregate for End Bent Backfill 6 Cys
Geotextile for Underdrain, Type 1A 27 Sys
Field Drilled Hole in Concrete 17 Ea.
Excavation, Foundation, Unclassified 6 Cys
Surface Seal (Est. Quantity)
110 Sft.
C7 of C10SUPERSTRUCTURE DETAILS
BENT NO.1 RECONSTRUCTION
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For Location of Polychloroprene Sheeting, see Dwg.C6.
For Slab Plan Details, see Dwg.C8.
Concrete Class "C" in Superstructure Billed with Superstructure.
For Reinforcing Bar Notes, see Std.Dwg.No.E703-BRST-01.
"E" denotes Epoxy Coated Reinforcing Steel.
05/17/18
C Joint
L
1'-6"
1'-6"
Polychloroprene
Sheeting
1'-0"
Min.
Overlap
Varies
POLYCHLOROPRENE SHEETING DETAIL
Scale: 3/4" = 1'-0"
1/2"
501aE x1'-9"401aE x 4'-2" 601aE x 6'-8"
602aE x 7'-1"
1'-8"
3'-5"
3'-1"
3'-7"
603aE x 3'-8"
3'-0"
10"
1'-2"
604aE x 4'-4"
2'-0"
1'-8"
1'-4"
1'-4"
9"
160°
605aE x 3'-8"
6" Hk
8" Hk
1
2
"
1'-8"
2'-0"
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
1411
C8 of C10SUPERSTRUCTURE DETAILS
SLAB RECONSTRUCTION
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For End Bent Reconstruction Details, see Dwg.C6.
For Polychloroprene Sheeting Detail, see Dwg.C7.
For Bar Bending Details and Bill of Materials, see Dwg.C9.
For Reinforcing Bar Notes, see Std.Dwg.No.E703-BRST-01.
"E" denotes Epoxy Coated Reinforcing Steel.
05/17/18
3"
284'-0' O. to O. Bridge Floor
B B
SLAB PLAN
Scale: 1/4"=1'-0"
9" Pvm't
Ledge
L
C Rdwy., C Structure
& Line "A"
A
TOP HALF SHOWING
TOP REINFORCING
BOTTOM HALF SHOWING
BOTTOM REINFORCING
6 Spa. @ 7" Max = 3'-1" (501aE)
33'-0" O
. to O
. Coping
L
C Bent
No.1
17-#8Ex3'-3"
9" Pvm't
Ledge
3"
7-#5Ex32'-8"
2'-3"
2 Eq. Spa. =1'-1" (401aE)
3"
2 Eq. Spa. =1'-1" (401aE)
3"2'-3"
3"
BB
6 Spa. @ 7" Max = 3'-1" (501aE)
33'-0" O
. to O
. Coping
L
C Bent
No.5
3"
7-#5Ex32'-8"
2'-3"
2 Eq. Spa. =1'-1" (401aE)
Bridge Deck
Overlay
Bridge Deck
Overlay
Coping Line Coping Line
F.F. of Rail F.F. of Rail
Coping Line Coping Line
F.F. of Rail F.F. of Rail
3'-7"
Reconstructed
Slab
3'-7"
Reconstructed
Slab
L L
C Rdwy., C Structure
& Line "A"
L
3"
2 Eq. Spa. =1'-1" (401aE)
3" 2'-3"
7-501aE 7-501aE
17-#8Ex3'-3"
A
A
A
3-401aE
3-401aE3-401aE
3-401aE
18-502aE 18-502aE
1" Joint Filler
(Typ.)
3"
6 Spa. @ 7" Max = 3'-1" (#5E)
3" 3"
6 Spa. @ 7" Max = 3'-1" (#5E)
3"
1" Joint Filler
(Typ.)
Railing, Concrete, FC
(Typ.)
Slope 1.5%
1'-6" 1'-6"
30'-0" Clear Roadway
33'-0" O. to O. Coping
7 1/2" Slab
SECTION "A-A"
Scale: 3/8"=1'-0"
2 1/2" Clr.
1" Clr.
L
502aE
(Typ.)
#8Ex3'-3"
(Typ.)
C Rdwy., C Structure,
& Line "A"
3"
3"
16 Spa. @ 1'-0" = 16'-0"
Half Top Reinforcing (Typ.)
5 Spa. @ 5'-8" = 28'-4"
6 Prestressed Concrete I Beams Type III
2'-4"
9"9"9"9"9" 3"
2 Spa. @ 10"
Max. = 1'-1"
1'-0"
5 Spa. @ 10"
= 4'-2"
5 Spa. @ 10"
= 4'-2"
2 Spa. @ 10"
= 1'-8"
5"
Half Bottom Reinforcing
(Typ.)
501aE
1'-2"
3/4" Half Round
Drip Bead (Typ.)
Limits of
Surface Seal
(Typ.)
#5Ex32'-8"
Slope 1.5%
1'-4" 2"4'-0" Shoulder 11'-0" Lane1'-4"2"
4'-0" Shoulder11'-0" Lane
L
Profile Grade
+1 1/4"
2'-4"
401aE
(Typ. In Copings)
6"
(Typ.)
1 3/4" Bridge
Deck O
verlay
Type "A"
Constr. Jt. (Typ.)
6" Chamfer
1'-6"
3'-0"
3'-7"
Bridge Deck
Reconstruction
1'-0"
Overlay
Dam
9" Pvm't Ledge
C Bent
L
Existing Longitudinal Reinf. Steel
to be cleaned, straightened, and
remain in place.
Existing
Precast Panels
#8Ex3'-3"
(Top - Lapped with Existing Reinf. Steel)
7 1/2"
502aE (Bott.)
501aE (Top)
(Typ.)
#5E (Bott.)
(Typ.)
2'-0"
1'-2"
1 3/4" Bridge
Deck Overlay
12" R.C. Bridge
Approach Slab
Type I-A Jt.
Bridge Deck Overlay material to be
placed monolithically with Deck
Overlay. Extend Overlay to 1" below
Top Reinf. Steel Mat.
SECTION B-B RECONSTRUCTION
Scale: 3/4"=1'-0"
1'-6"
Polychloroprene Sheeting
(See Detail)
1'-2"
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
1412
SUPERSTRUCTURE DETAILS
RAILING RECONSTRUCTION
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For Slab Plan Details, see Dwg.C8.
For Reinforcing Bar Notes, see Std.Dwg.No.E703-BRST-01.
"E" denotes Epoxy Coated Reinforcing Steel.
Note:
Hatched areas indicate portions to be removed.
BILL OF MATERIALS
SUPERSTRUCTURE
EPOXY COATED REINFORCING BARS
SIZE or
MARK
No. of BARS LENGTH
WEIGHT
(Lbs)
#8E 68 3'-3"
Total #8E 590
501aE 14 33'-10"
502aE 72 3'-8"
5701aE 24 5'-6"
5704aE 48 3'-0"
#5E 14 32'-8"
#5E 32 3'-3"
Total #5E 1643
401aE 12 4'-0"
Total #4E 32
Total Epoxy Coated Reinforcing Bars
2265
CONCRETE
Concrete Class "C" in Superstructure 26.0 Cys
Railing, Concrete, FC 1.4 Cys
MISCELLANEOUS
Surface Seal (Est. Quantity)
5585 Sft.
Hydrodemolition 923 Sys
Surface Milling 923 Sys
Bridge Deck Overlay 947 Sys
Bridge Deck Overlay, Additional 8 Cys
Bridge Deck Patching, Full Depth
50 Sft.
Overlay Dam
60 Sft.
Casting, Adjust to Grade
16 Ea.
C9 of C10
05/17/18
281'-7 3/4" O. to O. Existing Concrete Bridge Railing
RAILING PLAN - REMOVAL
(WEST RAIL SHOWN, EAST RAIL SIMILAR BY 180° ROTATION)
Scale: 1/2"=1'-0"3'-7"
Limits of Rail Removal
1'-4"
284'-0" O. to O. Existing Bridge Floor
Exist. Reinf. Steel to be cleaned,
straightened, and to remain in
place.
1'-2 1/8"
Transition
Railing
RAILING ELEVATION - REMOVAL
Scale: 1/2"=1'-0"
2'-9"
2"
1'-6"
Deck Removal Line Deck Removal Line
Exist. Reinf. Steel to be cleaned,
straightened, and to remain in
place.
Exist. Reinf. Steel to be cleaned,
straightened, and to remain in
place.
3'-7"
Limits of Rail Removal
Exist. Reinf. Steel to be cleaned,
straightened, and to remain in
place.
1'-2 1/8"
Transition
Railing
3'-7"
Limits of Rail Removal
3'-7"
Limits of Rail Removal
(WEST RAIL SHOWN, EAST RAIL SIMILAR BY 180° ROTATION)
401aE x 4'-0"
1'-4"
9"
501aE x 33'-10"
32'-8"
502aE x 3'-8"
3'-1"
7"
7" Hk
7" Hk
5704aE x 3'-0"
2'-5"
7" Hk
5701aE x 5'-6"
1'-10"
1
'
-
9
"
1'-0" 1'-0"
8"
R 2"
1
4
3'-7"
Concrete Bridge
Railing, Type FC
RAILING PLAN - RECONSTRUCTION
Scale: 1/2"=1'-0"
1'-4"
284'-0" O. to O. Bridge Floor
Scale: 1/2"=1'-0"
8-#5Ex3'-3"
(4 Ea.fa.)
2"
RAILING ELEVATION - RECONSTRUCTION
1'-6"
3" 3"
5 Spa. @ 8" Max.
= 3'-1"
Exist. Concrete Railing
Exist. Concrete Railing
Exist. Bridge Deck
2'-9"
A
A
Bridge Railing Transition,
Type TFC
3'-7"
Concrete Bridge
Railing, Type FC
1'-4"
2"
1'-6"
Bridge Railing Transition,
Type TFC
3'-7"
Concrete Bridge
Railing, Type FC
Bridge Railing Transition,
Type TFC
6-5701aE
8-#5Ex3'-3"
(4 Ea.fa.)
3"3"
5 Spa. @ 8" Max.
= 3'-1"
2'-9"
3'-7"
Concrete Bridge
Railing, Type FC
Bridge Railing Transition,
Type TFC
6-5701aE
12-5704aE
(6 Ea.fa.)
12-5704aE
(6 Ea.fa.)
(WEST RAIL SHOWN, EAST RAIL SIMILAR BY 180° ROTATION)
(WEST RAIL SHOWN, EAST RAIL SIMILAR BY 180° ROTATION)
Deck Reconstruction Line Deck Reconstruction Line
7"
2"
2"Clr.
(Typ.)
2'-9"
#5701aE @ 8" Max.
Section A-A
Scale: 3/4" = 1'-0"
8"
8"
8"
2"
(Typ.)
9"
5"
3"
1'-11"
1'-6"
2"
5"
#5704aE
@ 8" Max.
8-#5E
(4 Ea.fa.)
6"
Constr. Jt.
Type "A" (Typ.)
1 3/4" Bridge
Deck Overlay
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
HAMILTON COUNTY INDIANA
VERTICAL SCALE
HAMILTON 192
AS NOTED
AS NOTED
PB-18-0002
TSW
GLBNLW
GLB
1413
APPROACH SLAB DETAILS
BILL OF MATERIALS
APPROACH SLAB
BENT NO.1
(BENT NO.5 SAME)
EPOXY COATED REINFORCING BARS
SIZE or
MARK
No. of BARS LENGTH
WEIGHT
(Lbs)
591E 60 20'-9"
#5E 42 29'-8"
#5E 46 20'-2"
Total #5E 3567
Total From Bridge Railing Transition, TFC
1102
Total From Approach Slab Extension
538
Total Epoxy Coated Reinforcing Bars
5207
MISCELLANEOUS
Concrete Bridge Railing Transition, TFC
2 Ea.
Reinf. Concrete Bridge Approach, 12" 68 Sys
Approach Slab Extension 6 Sys
Total Reinf. Concrete Bridge Approach, 12" 74 Sys
Dense Graded Subbase
13 Cys
Surface Seal (Est. Quantity) 815 Sys
C10 of C10
Notes:
For General Notes & Construction Procedures, see Dwg.C4.
For Slab Plan Details, see Dwg.C8.
For Type I-A Joint, see Std.Dwg.No.E609-BRJT-01.
For Reinforcing Bar Notes, see Std.Dwg.No.E703-BRST-01.
For Concrete Bridge Railing Transition, TFC, see Std.Dwg.No.E706-TTFC-01-03.
"E" denotes Epoxy Coated Reinforcing Steel.
05/17/18
33'-0"
1'-6"
1'-6"
30'-0"
16'-6"
16'-6"
20'-6"
30 Spa. @ 8" = 20'-0"
3"3"
3"
3"
APPROACH SLAB PLAN - BENT NO.1
(Bent No.5 Same by 180° Rotation)
Scale: 1/4"=1'-0"
TOP REINFORCING BOTTOM REINFORCING
46-#5Ex20'-2"
31-#5Ex29'-8"
33'-0"
1'-6"
1'-6"
30'-0"
16'-6"
16'-6"
20'-6"
10 Spa. @ 2'-0" = 20'-0"
3"3"
3"
3"
C Rdwy.,
C Str.,
& Line "A"
L
Approach Slab Extension
(See Std.Dwg.No.E609-TBAE-01)
60-591E
11-#5Ex29'-8"
Approach Slab Extension
(See Std.Dwg.No.E609-TBAE-01)
Approach Slab Extension
(See Std.Dwg.No.E609-TBAE-01)
L
45 Spa. @
8" M
ax =
29'-6"
59 Spa. @
6" =
29'-6"
C Rdwy.,
C Str.,
& Line "A"
L
L
BENT NO.1
BENT NO.5
A AA A
Approach Slab Extension
(See Std.Dwg.No.E609-TBAE-01)
SECTION A-A
Scale: 3/8"=1'-0"
3"
2" Cl.
3"
2 Layers Polyethylene
(Min. Thickness 6 mils)
Type I-A Joint
1'-0"
8" (Top)
(Typ.)
Dense Graded
Subbase
#5E
(Typ.)
591E
2'-0" (Bott.)
(Typ.)
#5E
(Typ.)
#5E
1'-6"
12"
6"
2 1/2" Cl.
PAVEMENT LEDGE DETAIL
Scale: 1" = 1'-0"
1/2"x 4" Expanded
Polystyrene
Type I-A Joint
1/2"x 2" Expanded
Polystyrene
Dense Graded Subbase
2 Layers Polyethylene
(Min. Thickness 6 Mil)
9"
12"
6"
4"
5" Cl.
503aE
(Billed w/ Bent)
R.C. Bridge
Approach Slab
1'-6" 1'-0"
591E x 20'-9"
20'-2"
7" Hk.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
DRAWING NO.
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
HAMILTON 192
N/A
PB-18-0002
JJA
GLBNLW
GLB
HAMILTON COUNTY INDIANA
1414
REVISIONS
DATE ITEM
** Estimated Quantity
TEMPORARY EROSION CONTROL
LOCATION
LFT LFT TONS TONS SYS EA TON
TOTALS
SPLASH
PAD
SED
IM
EN
T TRAP
TEM
PO
RARY
FIBER RO
LLS
TEM
PO
RARY
SILT FEN
CE
APPROACH SLAB - BENT NO.1
REVETM
EN
T
RIPRAP CH
ECK
DAM
ERO
SIO
N
CO
NTRO
L
BLAN
KET
TEM
PO
RARY
DITCH
IN
LET
PRO
TECTIO
N
SUMMARY OF BRIDGE QUANTITIES
ITEM
CONCRETE
RAILING
CONCRETE,
FC
REINF.
BARS
REINF.
BARS,
EPOXY
COATED
THREADED
TIE BAR
ASSEMBLY,
EPOXY
COATED
FIELD
DRILLED
HOLE IN
CONCRETE
REINF.
CONC.
BRIDGE
APPROACH
(12")
DENSE
GRADED
SUBBASE
AGGREGATE
FOR END
BENT
BACKFILL
CASTING,
ADJUST TO
GRADE
GEOTEXTILES
FOR
UNDERDRAIN,
TYPE 1A
EXCAVATION,
FOUNDATION,
UNCLASSIFIED
SURFACE
MILLING
BRIDGE DECK
OVERLAY,
ADDITIONAL
OVERLAY
DAM
CONCRETE
BRIDGE
TRANS., TFC
CURB,
INTEGRAL,
TYPE B,
CONCRETE
HYDRODEMOLITION
BRIDGE DECK
PATCHING,
FULL DEPTH
BRIDGE
DECK
OVERLAY
GUARDRAIL,
RESET
SURFACE
SEAL**
CLASS C CLASS B CLASS A
SUPERSTR.ABOVE FTG.IN FTG. SUBSTR.
CYS CYS CYS CYS CYS LBS LBS EACH EACH SYS CYS CYS EACH SYS CYS SYS CYS SFT EACH LFT SYS SFT SYS LFT SFT
BENT NO.1 1852 17 6 6 110
BENT NO.5 1852 17 6 6 110
SUPERSTRUCTURE 26.0 1.4 2265 16 923 8 60 923 50 947 5585
R.C. BRIDGE APPROACH - BENT NO.1 5207 74 13 27 2 815
R.C. BRIDGE APPROACH - BENT NO.5 5207 74 13 27 2 815
TOTALS 26.0 1.4 16383 34 148 26 12 16 54 12 923 8 60 4 923 50 947 7435
PAVEMENT QUANTITIES AND APPROACH TABLE
LOCATION
DESCRIPTION
(APPROACH TYPE
OR CLASS)
WID
TH
LEN
GTH
RAD
II
DISTAN
CE BEYO
ND
R/W
/LIN
E
SURFACE
BEYOND R/W LINE
GRADE
COMMON
EXCAVATION
PAVEM
EN
T
REM
OVAL
QA/QC HMA FOR ROADS
ASPHALT
MATERIAL FOR
JO
IN
T AD
HESIVE
SU
RFACE
JO
IN
T AD
HESIVE
IN
TERM
ED
IATE
LIQ
UID
ASPH
ALT
SEALAN
T
COMPACTED
AGGREGATE
FOR
BASE NO. 53
COMPACTED
AGGREGATE
NO.53
SHOULDERS
MILLIN
G
TRAN
SITIO
N
LIN
EAR
GRAD
IN
G
SU
BG
RAD
E
TREATM
EN
T,
TYPE II, M
OD
.
MU
LCH
ED
SEED
IN
G, U
REMARKS
SU
RFACE
3, 64
9.5M
M
SU
RFACE
2
12.5M
M
SU
RFACE
5, 76
12.5M
M
IN
TERM
D
2, 64
19.0M
M
IN
TERM
D
5, 76
19.0M
M
IN
TERM
D
5, 76 O
G
19.0M
M
BASE
2, 64
25.0M
M
BASE
2, 64
25.0M
M
BASE
5, 64
19.0M
M
BASE
5, 64
19.0M
M
CO
MPACTED
AG
GREG
ATE
BASE
HM
A
PCCP
PRIM
E
CO
AT
TACK
CO
AT
LBS PER SYD LBS PER SYD DEPTH DEPTH
1 2 CUT FILL 165 220 220 330 330 250 440 440 715 330 6" 5" 4" 6"
FT FT FT FT SYS SYS SYS % % CYS CYS SYS TONS TONS TONS TONS TONS TONS TONS TONS TONS TONS SYS SYS LFT LFT LFT TONS TONS TONS TONS SYS LFT SYS SYS
INCIDENTAL 16 8 76 7 2 3 86 30 5 30 34 74 105 15 36
INCIDENTAL 16 8 76 7 2 3 86 30 5 30 44 74 105 15 47
TOTALS 32 16 152 14 4 6 172 60 10 60 78 148 210 30 83
SED
IM
EN
T,
REM
OVE
CYS
PAVEMENT MARKINGS TABLE
LOCATION
LINE PAINT LINE THERMOPLASTIC
SN
OW
PLO
WABLE
RAISED
PAVEM
EN
T
MARKER
SN
OW
PLO
WABLE
RAISED
PAVEM
EN
T
MARKER, REM
OVE
SOLID SOLID BROKEN SOLID SOLID BROKEN
WHITE YELLOW YELLOW WHITE YELLOW WHITE
4 IN. 4 IN. 4 IN. 4 IN. 4 IN. 4 IN.
LFT LFT LFT LFT LFT LFT EACH EACH
STA. 8+07.50 "A" TO STA. 11+92.50 "A" 770 770
TOTALS 770 770
GUARDRAIL SUMMARY TABLE
SH
OP CU
RVED
AT
________FT. SPA.
LOCATION
TOTALS
FROM STATION TO STATION
RIG
HT
EACH
LEFT
MED
IAN
LEFT
MED
IAN
RIG
HT
W-BEAM GUARDRAIL LENGTH
EACH EACH TYPE EACH TYPE EACH
CURVED W-BEAM GUARDRAIL SYSTEM
REMARKS
NESTIN
G
GU
ARD
RAIL
GU
ARD
RAIL
FLARE RATE
TERMINAL
SYSTEM
CONNECTOR
SYSTEM
GU
ARD
RAIL
REM
OVE
GU
ARD
RAIL
RESET
STAN
DARD
PO
ST
AT 6 FT 3 IN
. SPA.
STAN
DARD
PO
ST
AT 3 FT 1.5 IN
. SPA.
DO
UBLE FACED
AT 6 FT 3 IN
. SPA.
DO
UBLE FACED
AT 3 FT 1.5 IN
. SPA.
LFT LFT LFT LFT LFT LFT EACH
GU
ARD
RAIL
TRAN
SITIO
N
TYPE TG
B
GU
ARD
RAIL
TRAN
SITIO
N
TYPE ____
GU
ARD
RAIL
EN
D TREATM
EN
T
TYPE O
S
LFT LFT EACH EACH
IM
PACT
ATTEN
UATO
R
TYPE ____
IM
PACT
ATTEN
UATO
R
TYPE CR-1, W
1, TL-2
7+55.43
8+05.43
11+57.07
8+42.93
8+42.93
12+44.56
12.5
1
1
50 4 3
X
X
X
1
1
1
EACH
11+57.07 12+44.56 X
BRIDGE SUMMARY OF QUANTITIES
APPROACH SLAB - BENT NO.5
160
210
370
11
12.5
12.5
12.5
N/A
05/17/18