access control none bridge plans
TRANSCRIPT
DESIGNATION
SHEETS
PROJECTCONTRACT
of
PROJECT DESIGNATION
OF TRANSPORTATION
INDIANA DEPARTMENT
O A
A
AT
I
NT
F TRN
SP
OR
TA
TIO
N
NA
DE
PR
ME
NDI
FOR LETTING:
APPROVED
DATE
PHONE NUMBER
PREPARED BY:
PLANS
DATE
CERTIFIED BY:
PROJECT LOCATION SHOWN BY
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
DESIGN DATA
TRAFFIC DATA
INDIANA DEPARTMENT OF TRANSPORTATION
SCALE: 1" = 2,000'
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2020
V.P.D.
V.P.D.
V.P.H.
%
A.A.D.T.
D.H.V.
%
%
M.P.H.
NONE
ROADWAY LENGTH:
LATITUDE: LONGITUDE:
MI.
MI.
BRIDGE LENGTH:
MAX. GRADE: %
TOTAL LENGTH: MI.
gai consultants
TO BE USED WITH THESE PLANS
STANDARD SPECIFICATIONS DATED
INDIANA DEPARTMENT OF TRANSPORTATION
GAI Consultants Inc.
1.46
0.006
0.158
0.164
STRUCTURE TYPE SPAN AND SKEW OVER STATION
STRUCTURE INFORMATION
011-31-10182
011-31-10182
Structure No.
FOR SPANS OVER 20 FEET
ROUTE:
PROJECT NO.
BRIDGE FILECONTRACT
BRIDGE FILE
RURAL
3R (NON-FREEWAY)
SR 11
1600486
B-39896 011-31-10182
1600486
1600486
(317) 436-9150
DRAWING NUMBER
B-39896
1600486
1600486
(2021)
(2041) 3656
366
50/50
10
10
50
HARRISON COUNTY
HARRISON COUNTY
011-31-10182
1 22
Line "A"
Sta. 131+24.00
BRIDGE PLANS
AT: RP 19+76
CONST.
R/W
P.E
1600486
1600486
3180
MAJOR COLLECTOR
ROLLING
Buck Creek
South Fork
in Section 27, T-4-S, R-5-E, Posey Township, Harrison County, Indianaof SR 211
Bridge Replacement on SR 11 over South Fork Buck Creek located 0.51 miles southwest
Slab Bridge
Reinforced Concrete
Skew: 15° Lt.
"871 Span @ 38'-9
STA. 133+80.00
END CONSTRUCTION
STA. 129+65.00
BEGIN CONSTRUCTION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILE
INDIANA
DEPARTMENT OF TRANSPORTATION
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DRAWING NUMBERNRT
NRT
RLJ
B-39896 1600486
1600486
011-31-10182
2 22
REVISEDDATESHEET NO.
REVISIONS
GENERAL NOTES
INDEX SHEET
All disturbed areas shall be mulch seeded unless noted otherwise.
.
UTILITIES
Service Area Contact Phone Address
(812) 738-4115
(720) 888-1089
(812) 738-3235
(Electric)
Harrison County REMC
(Gas)
Indiana Utilities Corporation
Corydon, IN 47112
123 W. Chestnut Street
(Telephone)
Frontier Communications(812) 634-0335
(812) 972-0296
Kevin Burch
Xan Marie Rypkema
Broomfield, CO 80021
1025 Eldorado Blvd.
Kevin Kinney
(812) 639-1835 (Cell)
Scott Shields
(Water)
Water Utility
Town of Elizabeth
John Hall
DRAWINGS INDEXSHEET NO.
1 TITLE SHEET
INDEX
2 INDEX SHEET
4-5 MAINTENANCE OF TRAFFIC
3 TYPICAL CROSS SECTION
6-8 PLAN AND PROFILE LINE "A"
9 SUPERELEVATION TRANSITION
MJM
Jasper, IN 47546
505 Newton Street
Corydon, IN 47112
1165 Old Forest Road
12 GENERAL PLAN
11 LAYOUT
10 SOIL BORINGS
14-22 CROSS SECTIONS
13 BRIDGE SUMMARY
Elizabeth, IN 47117
8128 Hurricane Street
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
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PROJECT
BRIDGE FILESCALE
VERTICAL SCALE
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DRAWING NUMBER
1600486
1600486
B-39896
ECL KTH3 22
DEPARTMENT OF TRANSPORTATION
INDIANA
Roadway TypicalModel:
011-31-10182
BWCBWC
2.00%
TYPICAL SECTION
TRAVEL LANE
K
LEGEND
PG
STA. 129+50.00 TO 133+75.00 LINE "A"
SR 11
TYPICAL SECTION CROSS SECTIONS
LINE "A"
11'2'2' 11' 1'
TRAVEL LANESHLDR.
SUBGRADE TREATMENT IC, MODIFIED
2.00%
K O
1.5'
2'
SHOULDER SECTION W/ GUARDRAIL
EDGE OF TRAVEL LANEO
G
3:1
Existing Grade
STA. 129+94.13 TO 132+89.58 LINE "A" (LEFT SIDE)
STA. 129+67.06 TO 132+53.86 LINE "A" (RIGHT SIDE)
2'
NOTES:
4.33'
16'
CLEAR ZONE
3:1
3:1
6:1
4'
3:1
VARIES(1)
CUT SECTION
FILL SECTION
2'-8"
26
16'
CLEAR ZONE
2' 2'
SHLDR.
2'
3:1
3:1
6:1
4'
3:1
VARIES(1)
CUT SECTION
FILL SECTION
2'-8"
26
12'
OBSTRUCTION FREE ZONE
RO
W
27
3:1 (Ty
p.)
1'
2'
2%2%
Line "A"
3:1 (Typ.)
2'
2%2%
1'
INCIDENTAL TYPICAL SECTION
Varies(2)
VARIES (4) VARIES (4)
VARIES(3)
12'
OBSTRUCTION FREE ZONE
VARIES
EX. WIDTH OF PAVEMENT AT BEGIN/END INCIDENTAL
(6)Profile Grade
Sta. 133+80.00 Line "A" to Sta. 134+40.00 Line "A"
Sta. 129+05.00 Line "A" to Sta. 129+65.00 Line "A"
S
TYPE IC
SUBGRADE TREATMENT
Existing Ground Existing Ground
27
O
W
S
27 SEEDING, TYPE R
26 SEEDING, TYPE R
W
(HMA SURFACE LAYER TO MATCH RESURFACE THICKNESS)
7.5" COMPACTED AGGREGATE, No. 53
330 LBS/SYS HMA INTERMEDIATE, 19.0 MM ON
WIDENING WITH HMA, TYPE B:
VARIABLE DEPTH (165 LBS/SYS Min.) QC/QA-HMA, 3, 70, SURFACE, 9.5 MM ON
S SAWCUT
R
VARIABLE DEPTH (165 LBS/SYS Min.) QC/QA-HMA, 3, 70, SURFACE, 9.5 MM
IN. AND21MILLING, ASPHALT, 1
COMPACTED AGGREGATE, No. 53 (10 IN. MAX.)O
2.00%
K
2.00%
K
(2' Min.)VARIES
(2' Min.)VARIES
K
825 LBS/SY HMA BASE, TYPE B, ON
330 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
3:1
4'
(SEE CROSS SECTIONS)DITCH SECTION (WHERE APPLICABLE)
VARIES EXISTING LANE WIDTH TO 11'-0".(4)
VARIES 2.0' TO EXISTING SHOULDER WIDTH, STA. 133+80.00 TO 134+40.00 LINE "A"
= 0'-0", STA. 129+05.00 TO 129+65.00 LINE "A"(3)
= 0'-0", STA. 133+80.00 TO 134+40.00 LINE "A"
VARIES EXISTING SHOULDER WIDTH TO 2.93', STA. 129+05.00 TO 129+65.00 LINE "A"(2)
FOR SPECIAL DITCHES. (SEE PLAN & PROFILE AND CROSS SECTIONS)
EQUALS 0'-0" FOR STANDARD DITCH. VARIES ACCORDING TO DITCH ELEVATION AND GRADE(1)
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
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PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
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DRAWING NUMBERCLF
JAS JAS
CLF
B-39896 1600486
1600486
011-31-10182
4 22
AS NOTED
MAINTENANCE OF TRAFFIC
337
337
62
62
11
11
11
11
11
Corydon
Rehoboth
Elizabeth
Lottick
Corner
Floyd County
Harrison County
Harrison C
ounty
Flo
yd C
ounty
Breckenridge
Kings Store
Lanesville
Old H
wy 1
35
Melview Rd. Rehobeth R
d.
Wiseman Rd.
Rd.Geswein
Smith
Creek Rd.
Old S
ale
m R
d.C
randall
Lanesville
Rd.
OL D H
E I
N Z R
D N
E
MERIWEATHER LN NE
11
337
337
337
62
Buck
Cre
ek
Cree
k
SouthForkBuck
Cree
k
Middle
ForkBuck
Melview Rd.
Beech St.
Poplar St.
Walnut St.62
Farq
uar
Ave.
IndianCreek
500'
11
500'
500'
INTERSTATE
64
C
B
KD
A
B
C
B
A
C
**
(L)
(L)
(L)
(R)
(R)
11
11
500'
500'
500'
500'
500'
500'
Greenbrier R
d.
J*
G
H
G
H
F
F
I**
I**
Type III-A Barricades
Detour Route
Construction Sign
Low Intensity Construction Warning Light, Type A
***
**
*
Closure Area
With 24 Lft. of Type III-A Barricade
With 8 Lft. of Type III-B Barricade
Cardinal Direction (North, M3-2(N)) or (South, M3-4(S))
With State Road (11) Sign (M1-5)
LEGEND
DETOUR PLANScale: 1"=4000'
Scale: 1"=500'
INTERSECTION OF SR 11 AND SR 337
INTERSECTION OF SR 337 AND SR 62Scale: 1"=500'
Scale: 1"=500'
PROJECT WORKSITE
MAINTENANCE OF TRAFFIC
D
INTERSECTION OF SR 11 AND SR 62Scale: 1"=500'
500'
500'
500'
500'
11
11
62
Westridge Forest Ct
Hallway
Broadus Rd.
E***
A(R)
B(R)
A(R)
A(R)
B(R)
K
C
***(R)
500'
A(R)
B(R)
211
500'
A(L)
E***
(L)500'
B(L)
A(L)
C
C
C
C
C
C
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
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DRAWING NUMBERCLF
JAS JAS
CLF
B-39896 1600486
1600486
011-31-10182
5 22
AS NOTED
MAINTENANCE OF TRAFFIC
ROAD
CLOSED
ROAD
CLOSED
500 FT 1000 FT
DETOUR
AHEAD
36"x36"
XW20-2
36"x36"
XW20-3
36"x36"
XW20-3
NOTES:
Install R11-3a Road Closure sign assemblies on Type III-B barricades.
4. Install R11-2 Road Closure sign assemblies on Type III-A barricades.
raised pavement markers (SRPM).
centerline and solid white edge lines and replace snowplowable
3. Upon completion of the project restripe the double yellow
to be placed as directed by the engineer prior to construction.
2. Two - "Route Number Closed On or After ___" Signs (XG20-5)
E 801-TCDT-04 for Detour Route Marker Assembly Details.
placement of signs and devices in a rural detour and
1. Refer to INDOT Standard Drawing E 801-TCDT-01 for
Advance Turn Arrow (M5-1 or M5-2) (L or R)
State Route (11) (M1-5)
Cardinal Direction (North, M3-1(S)) or (South, M3-3(S))
Detour (XM4-8)
Advance Turn Detour Route Marker Assembly
Directional Arrow (M6-1 or M6-2) (L or R)
State Route (11) (M1-5)
Cardinal Direction (North, M3-1(S)) or (South, M3-3(S))
Detour (XM4-8)
Directional Detour Route Marker Assembly
Directional Arrow (M6-3)
State Route (11) (M1-5)
Cardinal Direction (North, M3-1(S)) or (South, M3-3(S))
Detour (XM4-8)
Confirming Detour Route Marker Assembly
State Route (11) (M1-5)
Cardinal Direction (North, M3-1(S)) or (South, M3-3(S))
End Detour (XM4-8a)
End Detour Route Marker Assembly
AHEAD
ROAD
CLOSED
36"x36"
XW20-3
C
F
A
B
D
E
G H
I"Road Closed __ Miles Ahead" (R11-3a)
Road Closure Sign Assembly
J
K
"Road Closed" (R11-2)
Road Closure Sign Assembly
"Detour Arrow" (XM4-10 (L or R))
"Road Closed __ Miles Ahead" (R11-3a)
Road Closure Sign Assembly
SIGN LEGEND:
10+00
10+65
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
VERTICAL SCALE
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DRAWING NUMBER
1600486
1600486
B-39896
ECL KTH6 22
DEPARTMENT OF TRANSPORTATION
INDIANA
Greenbrier Road Sheet 1Model:
011-31-10182
BWCBWC
725
730
735
740
745
750
755
760760
725
730
735
740
745
750
755
760760
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
1.85%3.00%
744.7
743.9
725
730
735
740
745
750
755
760760
725
730
735
740
745
750
755
760760
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
5.56%
1.12%
ASP
HA
LT
ASP
HA
LT
WO
OD
S
WOODS
ASP
HA
LT
WO
OD
S
ST
ON
EST
ON
E
ST
ON
E
RET
AININ
G W
ALL
ST
ON
EST
ON
ECSP 2
4
HE
AD W
ALL
LOPP
BRATCHER
LOGSDON
SR 1
1
LIN
E "
A"
GREENBRIER ROADLINE "S-1-A"
BU
CK C
REE
K N
ORT
H
SO
UT
H F
OR
K
LINE "S-1-A"
PLAN AND PROFILE
Proposed Profile Grade Line "S-1-A"
Existing Grade
+31.2
3, -21.8 Sig
n-sin
gle p
ost
1" = 20'
1" = 5'
Sta. 10+00.00 Line "S-1-A"
Sta. 129+61.47 Line "A" =
EQUATION:
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27, T4N, R5E
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27, T4N, R5E
Const. LimitsConst. Limits
Const. Limits
Const. Limits
D1D1D1
RRWW
KK
STA. 129+65.00
END INCIDENTAL CONSTRUCTION
BEGIN CONSTRUCTION /
STA. 129+05.00
BEGIN INCIDENTAL CONSTRUCTION
RR
93°3'9"
EL. 744.45
STA. 10+31.00
END CONSTRUCTION
EL. 743.96
STA. 10+11.00
(SR 11 E.P.)
BEGIN CONSTRUCTION
+38.5'
+00.00
+70'
+PL
+45'
+00.00
+70'
+00.00
+35'
+00.00
+35'
+25.00
+80'
+75.00
Proposed R/W
Proposed R/W
All R/W described from Line "A" except as shown
All Topography described from Line "S-1-A"
STA. 10+31.00 LINE "S-1-A"
END CONSTRUCTION
STA. 10+50.70 LINE "S-1-A"
END INCIDENTAL CONSTRUCTION
Ditch LT.
4' Flat Bottom
742.50
10+50.00
741.50
10+32.00
741.400
130+00.00 "A"
10+29.00 "S-1-A"
LEGEND
D1
SUBGRADE TREATMENT TYPE IC, MODIFIED
825 LBS/SY HMA BASE, TYPE B, ON
275 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
G GUARDRAIL (SEE PROFIFE VIEW FOR TYPE)
K FULL DEPTH HMA PAVEMENT (SEE TYPICAL SECTIONS)
RVARIABLE DEPTH (165 LBS/SYS MIN.) QC/QA-HMA, 3, 70 SURFACE, 9.5MMMILLING, ASPHALT, 1.5 IN. AND
G
127+00
128+00
129+00
130+00
131+00
132+00
133+00
P.C. = 1
27+74.1
0
P.T. = 1
29+20.7
5
P.C. = 1
31+60.0
5
P.T. = 1
33+34.2
4
P.I. = 1
28+47.4
4
P.I. = 1
32+47.1
6
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
VERTICAL SCALE
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DRAWING NUMBER
1600486
1600486
B-39896
ECL KTH7 22
DEPARTMENT OF TRANSPORTATION
INDIANA
SR 11 Sheet 1Model:
011-31-10182
BWCBWC
STONE
ASPHALT
ASPHALT
WOODS
WOODS
WO
ODS
ASPHALT
ASPHALT
ASPHALT
WOODS
WOODS
WOODS
BUCK CREEK
HEAD WALL HEAD WALL
HEAD WALL
STONE STONE
STONE
STONE
CONC.
STONESTONE
RETAINING WALL
STONE
STONE
STONESTONE
STONE
BRIDGE
CSP 24
VCP 2
4
HEAD WALL
G P
720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755
127+00 127+50 128+00 128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00
0.50% -1.18%
744.1
5
744.4
0
744.5
4
744.4
0
743.9
8
743.4
3
743.1
2
741.3
741.8
742.6
743.4
743.9
744.0
743.7
743.2
743.1
743.0
742.7
742.7
742.9
0.30%
-1.20%
+85.0
7, -41.5
Anchor for guy rope
+70.7
3, 8
1.8 Pole-g
uy or stu
b
+71.8
8, -25.5 Pole
+85.3
6, -32.4 Pole
+07.3
0, 1
8.0 Sig
n-sin
gle p
ost
+17.1
3, 1
5.2 Sig
n-sin
gle p
ost
+84.9
2, 3
0.0 Sig
n-sin
gle p
ost
+48.6
3, -19.7 Sig
n-sin
gle p
ost
+59.7
1, -47.4
Tre
e c
onifero
us
LOPP
BRATCHER
LOGSDON
BEILEFELD
E = 1.06'
L = 174.19'
T = 87.11'
R = 3587.97'
PI = 132+47.16
CURVE DATA
E = 0.80'
L = 146.66'
T = 73.34'
R = 3354.19'
PI = 128+47.44
CURVE DATA
SR 11LINE "A"
LINE "A"
GR
EE
NB
RIE
R R
OA
DLIN
E "S
-1-A
"
BUCK CREEK NORTH
SOUTH FORK
BUCK CREEK NORTH
SOUTH FORK
129+
94.1
3
130+
05.5
6
130+
14.6
6
131+
63.8
6
132+
03.8
6
129+
67.0
6
N184037.6990, E843690.8110, El. 745.475
SR 11, Sta. 138+12.60, 18.3' Lt.,
TBM #6 - MAG Spk. S. Side Pole #E42722, N. Side
N183627.8220, E843038.2430, El. 742.24
SR 11, Sta. 131+71.88, 25.5' Lt.,
TBM #5 - MAG Spk. S. Side Pole #E42724, N. Side
N183386.7030, E842536.0240, El. 736.95
N. Side SR 11, Sta. 124+87.75, 43.0' Lt.
TBM #4 - MAG Spk. S. Side Utility Pole #E42854
SR 1
1
POST
TEL. MARKER
S. SIDE
144.6
0'
6.90'205.80'
SR 1
1
POST
STOP SIGN
NE CORNER
POST
WARNING SIGN
S SIDE
3.30'
57.90'
71.1
0'
SR 1
1
RES. 4
805
EA2722
SIDE PWP
MNS N.93.
00' 34.3
0'
71.40'
WALL
BRIDGE
CORNER
NW
POLE #EA2838
SIDE PWR
MAG NAIL NE
EA2854
POLE #
SIDE PWR
MAG NAIL NW
RO
AD
GREENBRIE
R
#EA2725
POLE
PWR
SIDE
NAIL N
MAG
#4805
MAILBOX POST
N.W. CORNER
POINT #4 STA. 124+81.80, 43.0' LT. POINT #5 STA. 130+40.75, 14.1' LT. POINT #6 STA. 138+12.62, 18.3' LT.
APP. R/W (PER DEED)
LINE "A"
PLAN AND PROFILE
1" = 20'
1" = 5'
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27, T4N, R5E
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27, T4N, R5E
VC = 410.00'
El. = 744.80
PVI Sta. = 131+30.00
VC = 160.00'
El. = 742.80
PVI Sta. = 133+00.00
LEGEND
K FULL DEPTH HMA PAVEMENT (SEE TYPICAL SECTIONS)
G GUARDRAIL (SEE PROFIFE VIEW FOR TYPE)
KK
D1D1D1
KK
D1
4' Flat Bottom Ditch RT.
RR
STA. 129+05.00
BEGIN INCIDENTAL CONSTRUCTION
STA. 10+31.04
END CONSTRUCTION
LINE "S-1-A"
P.O.T. 10+65.10
STA. 129+65.00
END INCIDENTAL CONSTRUCTION
BEGIN CONSTRUCTION /
Sta. 10+00.00 Line "S-1-A"
Sta. 129+61.47 Line "A" =
EQUATION:
50'
R
25'
R
RR
WW
G
G
130+
44.1
3
130+
84.1
3
130+
52.1
6
130+
92.1
6
132+
53.8
6
131+
55.8
3
131+
95.8
3
132+
39.5
8
132+
89.5
8
Req'd. Rt. 40 ft. MGS Transition
Type OS Req'd. Rt.50' ft. Guardrail End Treatment
Req'd. Rt.40' MGS Transition
Height Trans. Req'd. Rt.37.5' ft. MGS Guardrail
8.1 ft. Standard W-Beam Guardrail
Type OS Req'd. Lt.50 ft. Guardrail End Treatment
Treatment Type OS Req'd. Lt.50' ft. Guardrail End
Guardrail Req'd. Lt.43.75' ft. MGS
Req'd. Rt.40' ft. MGS Transition
Poposed Profile Grade Line "A"
33'
G
G
33'
29.11'
129+
65.0
129+
94.1
132+
90.1
7
133+
23.2
4
132+
86.3
0
132+
53.4
9
36' Rt.
+02.65
46.76' Rt.
+97.28
D
SUBGRADE TREATMENT TYPE II
6 IN. COMPACTED AGGREGATE NO. 53 ON
275 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
D1
SUBGRADE TREATMENT TYPE IC, MODIFIED
825 LBS/SY HMA BASE, TYPE B, ON
275 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
RVARIABLE DEPTH (165 LBS/SYS MIN.) QC/QA-HMA, 3, 70 SURFACE, 9.5MMMILLING, ASPHALT, 1.5 IN. AND
739.16
131+38.00740.20
131+00.00741.40
130+00.00
4' Flat Bottom Ditch RT.
El. = 743.98
STA. 129+65.00
END INCIDENTAL CONSTRUCTION
BEGIN CONSTRUCTION /
MATCH EXISTING ELEVATION
STA. 129+05.00
BEGIN INCIDENTAL CONSTRUCTION
11'
10.1
2'
2.9
3'
11'
11'
4.3
3'
4.3
3'
4.3
3'
11'
11'
4.3
3'
Const. Limits
Const. Limits
Const. Limits
Const. Limits
93°3'9"
Botto
m4'
Ditch
Const. Limits
Botto
m4'
Ditch
+70'
+PL
OO
All Topography and R/W described from Line "A"
O COMPACTED AGGREGATE, No. 53 (10 IN. MAX.)
+45'
+00.00
+45'
+00.00
+70'
+00.00
+38.5'
+00.00
+35'
+00.00
+35'
+25.00
Proposed R/W
+80'
+75.00
+80'
+25.00
+45'
+75.00
+35'
+15.00
+90'
+95.00
+90'
+65.00
Proposed R/W
A
4'
w/24" Pipe End Section
3.5' Pipe, Type 1 Extension
STR. 101
3:13:1
SECTION A-A(See Sheet 6 for "S-1-A" Ditch Profile)
(4' Min)Varies
2'-0"
4'-0"
STA. 10+50.70
END INCIDENTAL CONSTRUCTION
PAVEMENT
EDGE OF
40 ft. MGS Transition Req'd. Lt.
Req'd. Rt.Terminal System, 25 ft. Radius38.5 ft.Curved W-Beam Guardrail
133+00
134+00
135+00
136+00
137+00
138+00
P.T. = 1
33+34.2
4
P.I. = 1
36+31.3
9
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
BEAN FIELD
BEAN FIELD
BEAN FIELD
WOODS
WOODS
WOODSWOODS
WOODS
ASPHALT
STONE
STONE
STONESHOULDER
STONE STONE
STONESTONE STONE
SHOULDER
ASPHALT
CSP 24
CONTROL POINT #6TBM #6 ELEV. - 745.47
W M
W M
G P
W M
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
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VERTICAL SCALE
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of
DRAWING NUMBER
1600486
1600486
B-39896
ECL KTH8 22
DEPARTMENT OF TRANSPORTATION
INDIANA
SR 11 Sheet 2Model:
011-31-10182
BWCBWC
720
725
730
735
740
745
750
755
720
725
730
735
740
745
750
755
133+00 133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50 139+00
0.44%
743.1
2
743.0
7
742.9
743.0
743.2
743.4
743.6
743.9
744.1
744.4
744.8
745.2
745.8
0.30%
+06.5
5, 4
4.5
Anchor for guy rope
+10.9
2, 2
1.3 Pole-g
uy or stu
b
+54.1
0, -34.0 Fire h
ydra
nt
+52.4
1, 2
0.3
Mail b
ox (sin
gle b
ox)
+56.4
7, 2
0.2
Mail b
ox (sin
gle b
ox)
+03.7
4, 1
5.8
Mail b
ox (sin
gle b
ox)
+19.9
1, -25.9 Pole
+47.9
6, -28.4 Pole
+80.6
3, -28.8 Post
+81.5
6, -30.4 Post
+79.9
0, -30.6 Post
+07.3
0, 1
8.0 Sig
n-sin
gle p
ost
+33.3
2, 1
4.3 Sig
n-sin
gle p
ost
+93.1
3, -15.6 Sig
n-sin
gle p
ost
+65.2
9, 2
1.2 Stu
mp
+52.9
5, -50.5
Tre
e d
ecid
uous
+97.9
4, 2
0.2
Tre
e d
ecid
uous
+00.5
7, 2
0.0
Tre
e d
ecid
uous
+20.0
9, -45.3
Meter-
water
+55.2
5, -42.0
Meter-
water
+80.8
0, -29.9
Meter-
water
BRATCHER
LOPP
Existing Grade
E = 1.06'
L = 174.19'
T = 87.11'
R = 3587.97'
PI = 132+47.16
CURVE DATA
PI = 136+31.39
CURVE # 7
SR 11SR 11
EASEMENT
EASEMENT
EASE
ME
NT
LINE "A"
PLAN AND PROFILE
1" = 5'
1" = 20'
VC = 150.00'
El. = 742.80
P.V.I Sta. = 134+80.00
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27 T4N, R5E
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27 T4N, R5E
Proposed Profile Grade Line "A"
N57°40'42"E
Line "A"
N56°39'32"E
Line "A"
N57°40'42"E
Line "A"
Const. Limits
Const. Limits
KKRRRR
WW
DD
K FULL DEPTH HMA PAVEMENT (SEE TYPICAL SECTIONS)
G GUARDRAIL (SEE PROFIFE VIEW FOR TYPE)
D
SUBGRADE TREATMENT TYPE II
6 IN. COMPACTED AGGREGATE NO. 53 ON
275 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
D1
SUBGRADE TREATMENT TYPE IC, MODIFIED
825 LBS/SY HMA BASE, TYPE B, ON
275 LBS/SY HMA INTERMEDIATE, TYPE B ON
165 LBS/SY HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
RVARIABLE DEPTH (165 LBS/SYS MIN.) QC/QA-HMA, 3, 70 SURFACE, 9.5MMMILLING, ASPHALT, 1.5 IN. AND
LEGEND
SHEETSEE PREVIOUS
10'
10.9
8'
2'
2'
11'
11'
4.3
3' 1
5'
R
15'
R
2'
CL. II, 9.7'
+70.3
9
739.80
133+50.00
Ditch LT.
4' Flat Bottom
90°0'0"
Two Single Resets
Mailbox Assembly,
Proposed R/W
Proposed R/W
+35'
+50.00
+30'
+50.00
+30'
+90.00
+45'
+80.00
All Topography and R/W described from Line "A"
STA. 133+80.00
BEGIN INCIDENTAL CONSTRUCTION
END CONSTRUCTION /
STA. 134+40.00
END INCIDENTAL CONSTRUCTION
El. = 743.15
STA. 133+80.00
BEGIN INCIDENTAL CONSTRUCTION
END CONSTRUCTION
w/2 24" Pipe End Sections
34' Pipe, Type 3
STR. 102
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
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BRIDGE FILESCALE
VERTICAL SCALE
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DRAWING NUMBER
1600486
1600486
B-39896
ECL KTH9 22
DEPARTMENT OF TRANSPORTATION
INDIANA
Sheet 1Model:
011-31-10182
BWCBWC
128+
00
129+
00
130+
00
131+
00
132+
00
133+
00
134+
00
PROFILE GRADE
129+
65.0
0
130+
25.0
0
130+
80.0
0
131+
96.0
0
132+
88.0
0
134+
00
133+
80.0
0
0.493
1%0.4913%
92' SUPER TRANSITION60' SUPER TRANSITION
131+
69.2
3
131+
96.0
0
132+
88.0
0
133+
80.0
0
26.77' SUPER TRANSITION
92' SUPER TRANSITION
PROFILE GRADE
135+
00
0.2304%0.4931%
RT. TRAVEL LANE
LT. TRAVEL LANE
RT. TRAVEL LANE
LINE "A"
SUPER ELEVATION DIAGRAM
N/A
-0.3
52'
-0.3
52'
LT. TRAVEL LANE
-0.2
2'
-0.2
2'
-0.2
2'
+0.3
52'
+0.3
52'
-0.1
4'
R
LL
R R
L
R
LEFT TRAVEL LANE
RIGHT TRAVEL LANE
LEGEND
P.T. 129+
20.7
5
P.C. 131+
60.0
5
P.T. 133+
34.2
4
Tie-In 743.49
Tie-In 743.96
ExistingExisting
-0.4333%Tie-In 743.92
0.35%
116' SUPER TRANSITION
-0.1
0'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILE
INDIANA
DEPARTMENT OF TRANSPORTATION
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DRAWING NUMBER
TDJB-39896 1600486
1600486
011-31-10182
10 22
Sta. 131+07 "A", 6.0' Rt.
TB-1
LLine "A"
C Structure &
Sta. 131+56 "A", 8.0' Lt.
TB-2
130+00
129+00
131+00
132+00
133+00
PLAN - BORING LOCATIONS
" = 1'-0"161Scale:
RLJ
KMP
RLJ
KMP
SOIL BORINGS
E = 0.80'
L = 146.66'
T = 73.34'
R = 3354.19'
P.I. 128+47.44 "A" =
128+00 129+00 130+00 131+00 132+00 133+00 134+00
20' E
ase
ment
Bratcher
James Michael & Cynthia
E = 1.0573'
L = 174.19'
T = 87.11'
R = 3587.97'
P.I. 132+47.16 "A" =
Bielefeld
Earl F. & Katherine
Bratcher
James Michael & Cynthia
P.T. 127+74.10 "A"
SR 11
P.T. 129+20.75 "A"
129+50.00 "A"
BEGIN PROJECT
Logsdon
Jason Todd & Ellen Louise
P.I. 128+47.44 "A" Buck Creek
P.I. 132+47.16 "A"
Steven F. Lopp
P.T. 133+32.24 "A"
P.C. 131+60.05 "A"
HARRISON COUNTY
POSEY TOWNSHIP
SECTION 27, T-4-S, R-5-E
Skew: 15° Lt.
Sta. 131+24.00 "A"
Structure
133+80.00 "A"
END PROJECT
128+90.00 "A"
BEGIN INCIDENTAL CONSTRUCTION
Constr. Limits
134+40.00 "A'
END INCIDENTAL CONSTRUCTION
2502001501000100200 150250
Downstream Upstream
EXISTING STREAM PROFILE
710
720
730
740
750
760
770 770
710
720
730
740
750
760
EXISTING STRUCTURES
Existing structure to be removed.
built in 1966 with 1 span of 22'-0" and a 28'-0" clear roadway.
The existing structure is a single span, precast concrete bridge
HYDRAULIC DATA
100
100
100
500
500
500
HYDRAULIC SCOUR DATA
100
100
100
100
100
Low Scour Elevation =
Scour Depth (Total) =
Scour Depth (Contraction) =
Maximum Velocity at Q =
Q Elevation =
Q Discharge =
Low Scour Elevation =
Scour Depth (Total) =
Scour Depth (Contraction) =
Maximum Velocity at Q =
Q Elevation =
Q Discharge =
Proposed Low Structure Elevation =
Existing Low Structure Elevation =
Proposed Q Headwater Elevation =
Existing Q Headwater Elevation =
Proposed Backwater at Q =
Existing Backwater at Q =
Q Elevation =
Velocity Proposed=
Velocity Existing=
Design Discharge =
Drainage Area =
Existing Road Overflow Waterway Area =
Waterway Opening Provided =
Waterway Opening Required =
Constr. Limits
Constr. Limits
23'-0"
R
REINFORCED CONCRETE SLAB BRIDGE
WOODS
ASPHALT
HEAD WALL
STONE
RIP RAP
ASPHALT
WOODS
RETAINING WALL
WO
ODS
ASPHALT
STONE
VCP 2
4
CONC.
HEAD WALL
BRIDGE
STONE
WOODS
WOODS
STONE
STONE
ASPHALT
ASPHALT
ASPHALT
STONE
RIP RAP
BEAN FIELD
2" STEEL
POST
WOODS
ASPHALT
WOODS
ASPHALT
RIP RAP
STONE
WOODS
RETAINING WALL
WO
ODS
ASPHALT
STONE
VCP 2
4
CONC.
HEAD WALL
STONE
WOODS
STONE
STONE
ASPHALT
ASPHALT
ASPHALT
STONE
RIP RAP
BEAN FIELD
2" STEEL
POST
WOODS
WOODS
ASPHALT
ASPHALT
STONE
HEAD WALL
128+90.00 "A"
BEGIN INCIDENTAL CONSTRUCTION
128+00 129+00 130+00 131+00 132+00 133+00 134+00
134+40.00 "A'
END INCIDENTAL CONSTRUCTION
VC = 150'
El. 744.80
PVI Sta. 131+30.00
VC = 160'
El. 742.80
PVI Sta. 133+00
Line "A"
0.50% -1.18%0.44%
Flow line El. 736.85
Structure Limits
+03.8
1
+44.1
9
O.H.W. El. 737.83
Q100 El. 742.67 Line "A"
Proposed Profile Grade
Existing Ground Line
742.83 ft.
740.84 ft.
743.17 ft.
743.72 ft.
0.50 ft.
1.05 ft.
742.67 ft.
5.06 ft/s
3.76 ft/s
1400 cfs
1.59 sq.mi.
0 sq.ft.
169.71 sq.ft.
729.92 sq.ft.
734.13 ft.
2.72 ft.
2.72 ft.
5.71 ft/sec
743.39 ft.
1960 cfs
735.20 ft.
1.65 ft.
1.65 ft.
5.76 ft/sec
742.67 ft.
1400 cfs
HARRISON COUNTY
" SKEW: 15° LT. CLEAR ROADWAY: 30'-0" 871 SPAN: 38'-9
SR 11 OVER SOUTH FORK BUCK CREEK
Geotextiles, Type 1A (Typ.)
18" Revetment Riprap on
Drain Pipe (Typ.)
6" Ø End Bent(Typ.)
1'-6"
P.G. EL. 743.59
129+50.00 "A"
BEGIN PROJECT
P.G. EL. 742.81
133+80.00 "A"
END PROJECT
Modified Class V Drive Req'd.
W = 10'
+70
LIN
E "S
-1-A
"
P.OT. 10+00.00 Line "S-1-A"
P.O.T. 129+61.47 Line "A" =
Gre
enbrie
r Rd.
730
735735
730
RIP RAP
NOTES:
see Road Plan and Profile Sheet.
For guardrail limits and side ditch grades,
All R/W on this sheet is described from Line "A".
(Est. Qty. = * Sys.)
Hatched areas indicate limits of 4' wide sodding strip.
topo references, see Index.
For alignment references, benchmarks and
18" Revetment Riprap over * Sys. of Geotextiles)
Riprap over Geotextiles. (Est. Qty. = * Tons of
Cross-Hatched areas indicate limits of 18" Revetment
Line "A"
APP. R/W (PER DEED)
2:1
**2:1
*┴ To Abutment
P.O.T. 11+71.07 "T-1-A"
P.O.T. 130+94.96 "A", 68.00' LT. =
END CHANNEL CONSTRUCTION
P.O.T. 10+00.00 "T-1-A"
P.O.T. 131+81.25 "A", 69.50' RT. =
BEGIN CHANNEL CONSTRUCTION
P.C. 10+29.02 "T-1-A"
P.I. 10+51.09 "T-1-A"
P.T. 10+70.59 "T-1-A"
P.T. 11+60.71 "T-1-A"
P.I. 11+41.99 "T-1-A"
P.C. 11+22.81 "T-1-A"
CURVE DATACURVE DATA
CURVE DATA
L = 41.57'
T = 22.07'
R = 50.00'
P.I. 10+51.09 "T-1-A" =
CURVE DATA
L = 37.90'
T = 19.18'
R = 100.00'
P.I. 11+41.99 "T-1-A" =
for Underdrain, Type 3 (Typ.)
Cys. on Sys. of Geotextile
Structure Backfill, Type 4
50 50
L10+00 "T-1-A", F EL. 738.00
BEGIN CHANNEL CONSTRUCTION
11+71.07 "T-1-A", F EL. 736.00
END CHANNEL CONSTRUCTION
L
Scales: 1" = 100'-0" Horizontal, 1" = 5'-0" Vertical
1.14%
TYPICAL CHANNEL SECTION
Line "T-1-A"
Varies
Approx. Exist. Ground
3'-0"
2'-0"
3'-0"
for Riprap Type 1A (Typ.)
18" Revetment Riprap Over Geotextiles
2:1 2:1
Constr. Limits
KMP
NRT
VariesVariesVaries
20' Max.
R/W
R/W
R/W
R/W
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILE
9/1
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019
3:4
9:4
8 P
MPlot: gai consultants
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DEPARTMENT OF TRANSPORTATION
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VERTICAL SCALE
HORIZONTAL SCALE
1"=30'-0", U.N.
1"=10'-0", U.N.
-
1600486
1600486B-39896
LAYOUTKMP TMT
KMPMJM
011-31-10182
740
740
740
740
740
740
740
740
745
750
755
760
743.9
0
744.1
5
744.4
0
744.5
4
744.4
0
743.9
8
743.4
2
743.1
0
743.0
5
742.6
743.4
743.9
744.0
743.7
743.2
743.1
743.0
742.7
742.7
742.9
743.0
743.2
743.4
G P
W M
W M
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILE
INDIANA
DEPARTMENT OF TRANSPORTATION
gai consultants
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019
3:4
9:5
1 P
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DRAWING NUMBERNRT RLJ
B-39896 1600486
1600486
011-31-10182
12 22
TYPICAL SECTION" = 1'-0"8
3SCALE:
30'-0"
Clear
Road
way
33'-0"
Out
To O
ut
Copin
g
" = 1'-0"81Scale:
PLAN
" Bent To Bent8738'-9
" Out To Out Bridge Floor2140'-4
Ledge (
Typ.)6" P
vm't.
131+00
1'-6"
1'-6"
Riprap
2'-0"6'-0"
(Typ.)
3'-0"
4'-0" Sod
Strip (Typ.)
8'-0"
Revetment
" = 1'-0"81Scale:
Bridge Railing Type FC (Typ.)
Q100 El. 742.67
FixedFixed
Existing Ground
El. 736.85
Flow Line
GENERAL PLAN
0.50% -1.18% Concrete Bridge railing Transition Type TFC (Typ.)Guardrail MSG Transition Without Curb (Typ.)
on Geotextile, Type 1A (Typ.)
18" Revetment Riprap
P.G. El. 744.54
Sta. 131+4.59 "A"
Abutment No. 1
P.G. El. 744.43
Sta. 131+43.40 "A"
Abutment No. 2
ELEVATION
Type IA JointType IA Joint
Skew: 15°0'0"
R.C. Br. Approach (Typ.)
20'-6"
REINFORCED CONCRETE SLAB BRIDGE
HARRISON COUNTY
" SKEW: 15° LT. CLEAR ROADWAY: 30'-0" 871 SPAN: 38'-9
SR 11 OVER SOUTH FORK BUCK CREEK
DESIGN DATA
DEAD LOAD
FLOOR SLAB
CONCRETE
REINFORCING STEEL
f'c = 4,000 psiClass "C" Concrete:
f'c = 3,000 psiClass "B" Concrete:
f'c = 3,500 psiClass "A" Concrete:
DECK FALSEWORK LOADS
removable deck forms, and 2-ft exterior walkways.
Designed for 15 lb/ft2 for permanent metal stay-in-place deck forms,
CONSTRUCTION LIVE LOAD
coping over a 30-ft length of the deck centered with the finishing machine.
75 lb/ft vertical force applied at a distance of 6 in. outside the face of
Designed for 20 lb/ft2 extending 2 ft past the edge of coping and
FINISHING MACHINE LOAD
4500 lb distributed over 10 ft along the coping.
WIND LOAD
DESIGN STRESSES
with LRFD 3.8.1.
Designed for 70 mph horizontal wind loading in accordance
intersection of the girder bottom flange and web.
The bottom of overhang brackets were assumed to be braced against the
were assumed to be located 6 in. past the edge of the vertical coping form.
supported 6 in. outside the vertical coping form. The top overhang brackets
edge of the exterior beam. Finishing machine was assumed to be
overhang brackets were assumed for support of the deck overhang past the
and overturning using the construction loads shown below. Cantilever
The exterior beam has been checked for strength, deflection,
Fy = 60,000 psiGrade 60
CONSTRUCTION LOADING
GENERAL NOTES
Designed with a 7 1/2" structural depth plus a 1/2” sacrificial wearing surface.
(non-componsite) for permanent metal deck forms.
Actual weight plus 35 psf (composite) for future wearing surface and 15
and its subsequent interims .
AASHTO LRFD Bridge Design Specifications for Highway Bridges 8th Edition, 2019
Superstructure and Substructure designed for HL-93 loading in accordance with
all other parts, unless noted.
floor slab, 3” in footings, except bottom steel which shall be 4”, and 2” in Reinforcing steel cover shall be 2 1/2”in top and 1” minimum in bottom of
2"2"
Rail
1'-4"
Rail
1'-4"
(Typ.)
6"Drip Bead (Typ.)
" Ø Half Round43
Sla
b
1'-4"
2% 2%Joint (Typ.)
Type "A" Construction
Type FC (Typ.)
Concrete Railing,
(Typ.)
2'-9"
@ 40' on Center
Barrier Delineator Spa.
30'-0" Clear Roadway
33'-0" Out to Out Coping
Seal (Typ.)
Limits of Surface
Profile Grade
C Lanes & Line "A"L
El. 742.83
Low structure
2:1 ┴
To Ab
ut.2:1 ┴ To Abut.
Abument No. 2Abument No. 1 Span "A"
Line "A"SR 11
Sta. 130+79.30 "A" Sta. 131+68.71 "A"
Shldr.
4'-4"
Shldr.
4'-4"
11'-0"
Lane
11'-0"
Lane
STRUCTURE TO BE BUILT ON A 150' VERTICAL CURVE
3'-0"
2'-0"
El. 737.83
O.H.W.
Shoulder
4'-0"
Traffic Lane
11'-0"
Traffic Lane
11'-0"
Shoulder
4'-0"
Btm. Footing El. 732.00 Btm. Footing El. 732.00
2'-6" Abut.
(Typ.)
KMP KMP
Revetment Riprap
Existing
Ground
(Typ.)
8'-0"
4'-0" 4'-0"
1'-6
"
1'-0
"
Underdrain, Type 3
Geotextile for
4'-0"
Sodding Strip
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILE
9/1
1/2
019
3:4
9:5
3 P
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13 22
DEPARTMENT OF TRANSPORTATION
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SCALE
B-39896
1600486
1600486
AS NOTED
KMP
KMP
TMT
MJM
BRIDGE SUMMARY
CONCRETE
ITEM
CLASS C CLASS A CLASS B
TOTALS
CYS. CYS. CYS. CYS. LBS.CYS. EACH LFT. SYS. LFT. EACH
CLASS C
RAILING
CONCRETEPILES
LBS. EACH EACH
RESTRIKE
DYNAMIC,
TEST PILE,
CYS. LFT.LBS.
TRAN.,TBT
RAILING
BRIDGE
CONC.
PS-2
RAILING,
SUBBASE
GRADED
DENSE
STEEL
REINF.
STEEL
REINF.
COATED
EPOXY
***
STEEL
TURAL
STRUC-
EACH
PLATE
ANCHOR
SHELLS
COATED
EPOXY
NO.
STEEL HHP ??x??
SHOE,SLEEVES
PRODUCTION
DYNAMIC,
TEST,TYPE SS
EXP. JOINT
LFT.
CONC. STR. MEMBERS
LFT. LFT.
BOLT
ANCHOR
EACH EACH EACH
CONCRETE
HOLES IN
DRILLED
FIELD
PVC, 4"
CONDUIT,
SFT.
*
SEAL
SURFACE
APPR., 10"
BRIDGE
CONC.
REINF.
SYS.
APPR., 12"
BRIDGE
CONC.
REINF.
LFT.NO. NO.
ENCASED
SHELL
CONC., STEEL
LFT. LFT.NO. NO. LFT.
ROCK, 18"
HOLE IN
CORED
SIZE
TYPE &
BOX BEAM
SIZE
TYPE &
I BEAM
EATOR
DELIN-
BARRIER
EACH EACH LBS. SFT.
ASSEMBLY
TIE BAR
THREADED
HOLES
DRILLED
FIELD
CURB
CONC.
INTEGRAL
FITTINGS
BASINS &
, GRATES,
CAST IRON
SUPERSTR. SUBSTR.
CLASS C
SUBSTR.FOOTINGS
SUMMARY OF BRIDGE QUANTITIES
011-31-10182
TDJ
730
735
740
745
750
755
760
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
730
735
740
745
750
755
760
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
129+50.00
730
735
740
745
750
ST
A. 129+05.0
2 T
O S
TA. 129+50.0
0
6:1
6:1
0.66% 2.00%6:1
5:12.00% 2.00% 2.00%
E.G.
Ele
v. 744.0
E.G.
Ele
v. 744.0
P.G.
Ele
v. 743.9
2P.G.
Ele
v. 743.9
6
129+05.00
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
129+65.00
730
735
740
745
750
755
2.00% 2.00%
P.G.
Ele
v. 743.9
8
E.G.
Ele
v. 744.0
Ac = 13.2 SFT
Af = 0.0 SFT
BEGIN CONSTRUCTION
BEGIN INCIDENTAL CONSTRUCTION
Af = 19.2 SFT
Vc = 69.3 CYS Vf = 16.0 CYS
Ac = 70.0 SFT
Vc = 34.9 CYS Vf = 0.0 CYS
Ac = 55.5 SFT
Vc = 64.0 CYS Vf = 7.4 CYS
Af = 0.0 SFT
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
EXIS
T.
R/W
EXIS
T.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:1
7 P
MPlot:
huynhkt
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By:
Pen:
Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06 Cross Sections.dgn
LINE "A"CROSS SECTIONS 14 22
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
130+00.00
730
735
740
745
750
755
730
735
740
745
750
755
0 5 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
130+50.00
730
735
740
745
750
755
ST
A. 130+00.0
0 T
O S
TA. 130+50.0
0
3:1
3:10.17% 3.09%
3:1
3:1
3:1
2.20% 2.20% 3.79%3:1
0.00%
E.G.
Ele
v. 743.7
E.G.
Ele
v. 743.2
P.G.
Ele
v. 744.1
5P.G.
Ele
v. 744.4
0
3:1
3:1
Ac = 47.6 SFT Af = 11.4 SFT
Vc = 69.9 CYS Vf = 34.8 CYS
Ac = 27.9 SFT
10
Af = 26.2 SFT
Vc = 47.6 CYS Vf = 30.7 CYSP
RO
P.
R/W
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:1
9 P
MPlot:
huynhkt
Tra
nsportation.tbl
By:
Pen:
Z:\Infra\2017\D170118.06 - 6120 SR 11S Fork Buck C\CAD\Production Drawings\D170118.06 Cross Sections.dgn
LINE "A"CROSS SECTIONS 15 22
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
130+79.30
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
131+00.00
730
735
740
745
750
755
ST
A. 130+79.3
0 T
O S
TA. 131+00.0
0
3:1
3:14.20% 2.20% 2.20% 2.20% 3.87%
3:1
0.00%
3:1
E.G.
Ele
v. 743.1
E.G.
Ele
v. 743.1
P.G.
Ele
v. 744.5
1P.G.
Ele
v. 744.5
4
Ac = 24.6 SFT Af = 43.0 SFT
Vc = 32.3 CYS Vf = 63.1 CYS
PR
OP.
R/W
80
730
735
740
745
750
755
PR
OP.
R/W
80
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:2
0 P
MPlot:
huynhkt
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nsportation.tbl
By:
Pen:
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LINE "A"CROSS SECTIONS 16 22
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
131+50.00
730
735
740
745
750
755
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
131+68.71
730
735
740
745
750
755
ST
A. 131+50.0
0 T
O S
TA. 131+68.7
1
2.14% 3.79%3:1
E.G.
Ele
v. 743.0
E.G.
Ele
v. 742.9
P.G.
Ele
v. 744.4
0P.G.
Ele
v. 744.2
7
3:1
3:16.32%
3.52%
3:1
3:1
Ac = 20.0 SFT Af = 70.7 SFT
Vc = 35.8 CYS Vf = 74.8 CYS
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W @ 7
9'
PR
OP.
R/W @ 9
0'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
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2/2
019
12:1
5:2
2 P
MPlot:
huynhkt
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By:
Pen:
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LINE "A"CROSS SECTIONS 17 22
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
132+00.00
730
735
740
745
750
755
730
735
740
745
750
755
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
132+50.00
730
735
740
745
750
755
ST
A. 132+00.0
0 T
O S
TA. 132+50.0
0
3:1
3:16.32%
3.52%3.52% 3.79%
3:1
3:1
3:16.32%
3.52% 3.52% 3.52% 3.79%3:1
3:1
E.G.
Ele
v. 742.7
E.G.
Ele
v. 742.7
P.G.
Ele
v. 743.9
8P.G.
Ele
v. 743.4
3
3:1
3:1
3:1
Ac = 41.7 SFT Af = 58.4 SFT
Vc = 74.2 CYS Vf = 90.0 CYS
Ac = 38.4 SFT Af = 38.8 SFT
Vc = 84.2 CYS Vf = 61.5 CYS
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:2
4 P
MPlot:
huynhkt
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nsportation.tbl
By:
Pen:
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LINE "A"CROSS SECTIONS 18 22
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
133+00.00
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
133+50.00
730
735
740
745
750
ST
A. 133+00.0
0 T
O S
TA. 133+50.0
0
3:1
0.00%3:1
3.24% 3.24% 3.24%2.93% 2.00%
3:1
2.09% 6.16%
E.G.
Ele
v. 742.9
E.G.
Ele
v. 743.0
P.G.
Ele
v. 743.1
2P.G.
Ele
v. 743.0
7
6:1
3:1
6:1
Ac = 52.2 SFT Af = 27.6 SFT
Vc = 121.5 CYS Vf = 31.3 CYS
Ac = 78.7 SFT Af = 6.2 SFT
Vc = 72.4 CYS Vf = 2.9 CYS
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:2
5 P
MPlot:
huynhkt
Tra
nsportation.tbl
By:
Pen:
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LINE "A"CROSS SECTIONS 19 22
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
133+70.39
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
133+75.00
730
735
740
745
750
ST
A. 133+70.3
9 T
O S
TA. 133+75.0
0
1.62% 0.53%
1.51% 2.23%
E.G.
Ele
v. 743.1
E.G.
Ele
v. 743.1
P.G.
Ele
v. 743.1
1P.G.
Ele
v. 743.1
3
Vf = 0 CYS
CLASS II DRIVE
Ac = 77.7 SFT Af = 0.0 SFT
Vc = 9.5 CYS
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:2
7 P
MPlot:
huynhkt
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By:
Pen:
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LINE "A"CROSS SECTIONS 20 22
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
133+80.00
730
735
740
745
750
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
134+00.00
730
735
740
745
750
ST
A. 133+80.0
0 T
O S
TA. 134+00.0
0
1.40% 1.00% 2.00%6:1
6:16:1
2.00% 2.00% 2.00%6:1
E.G.
Ele
v. 743.1
E.G.
Ele
v. 743.2
P.G.
Ele
v. 743.1
5P.G.
Ele
v. 743.1
5P.G.
Ele
v. 743.2
2
Ac = 25.1 SFT Af = 0.0 SFT
Ac = 19.2 SFT
END CONSTRUCTION
END INCIDENTAL CONSTRUCTION
Vc = 16.4 CYS Vf = 1.8 CYS
Af = 4.8 SFT
Vc = 29.3 CYS Vf = 3.5 CYS
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
2/2
019
12:1
5:2
8 P
MPlot:
huynhkt
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By:
Pen:
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LINE "A"CROSS SECTIONS 21 22
730
735
740
745
750
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
730
735
740
745
750
ST
A. 134+39.9
9 T
O S
TA. 134+39.9
9
6:1
6:12.00% 2.00%
6:1
E.G.
Ele
v. 743.4
P.G.
Ele
v. 743.3
7
134+40.00Ac = 20.4 SFT Af = 0.0 SFT
Vc = 22.7 CYS Vf = 0 CYS
PR
OP.
R/W
PR
OP.
R/W
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
INDIANA
DEPARTMENT OF TRANSPORTATION VERTICAL SCALE
gai consultants
9/1
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019
12:1
5:3
0 P
MPlot:
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LINE "A"CROSS SECTIONS 22 22