A.A.D.T. (2024) A.A.D.T. (2044) STRUCTURE INFORMATION ...

STRUCTURE RUSH 1

Over Six Mile Creek

Sta. 24+13.00 Line "PR-1"

BEGIN PROJECT

Sta. 21+00.00 Line "PR-1"

END PROJECT

Sta. 25+92.61 Line "PR-1"

PROJECT LOCATION SHOWN BY

A.A.D.T.

TRAFFIC DATA

BRIDGE PLANS

REPLACEMENT OF BRIDGE CARRYING C.R. 1100 N. OVER SIX MILE CREEK

PROJECT IS LOCATED MILES 0.01 MILES WEST OF C.R. 900 WEST

SECTIONS 2, 3, 10 & 11, TOWNSHIP 15 NORTH, RANGE 8 EAST

RIPLEY TOWNSHIP, RUSH COUNTY, INDIANA.

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2020 TO

BE USED WITH THESE PLANS.

SCALE: 1" = 1000'

LATITUDE: 39° 46' 16" N

INDIANA DEPARTMENT

OF TRANSPORTATION

O A

A

AT

I

N TF T R N S P O

RT

AT

ION

NA

DE

PR

ME

ND I

PROJECT NO. P.E.

R/W

CONST.

FOR SPANS OVER 20 FEET

BRIDGE LENGTH:

ROADWAY LENGTH:

TOTAL LENGTH:

MAX. GRADE:

MI.

MI.

MI.

%

FOR LETTING:

DATE

PROJECT DESIGNATION

CONTRACT

PLANS

PREPARED BY:

PHONE

(317)713-4615

Butler Fairman and Seufert Inc.

CERTIFIED BY:

DATE

APPROVED

INDIANA DEPARTMENT OF TRANSPORTATION

CONTRACT PROJECT

SHEET

DESIGNATION

OF

BRIDGE FILE

SURVEY BOOK

BRIDGE FILE

ELECTRONIC

B-43590

B-43590

RUSH 1

RUSH 1

1802929

1802929

1802929

1802929

1 18

6390

.

.

RUSH COUNTY

LONGITUDE: 85° 36' 52" W

0.025

HUC: 05120204020020

(2017)

A.A.D.T. (2024)

A.A.D.T. (2044)

DIRECTIONAL DISTRIBUTION

COMMERCIAL VEHICLES

672 V.P.D.

720 V.P.D.

V.P.D.

%

5% A.A.D.T.

DESIGN SPEED

DESIGN DATA

PROJECT DESIGN CRITERIA

FUNCTIONAL CLASSIFICATION

RURAL/URBAN

TERRAIN

ACCESS CONTROL

30 M.P.H.

R-8-E

T-15-N

0.068

0.093

2.25

879

50

STRUCTURE INFORMATIONSTRUCTURE TYPE SPAN & SKEW OVER STATION

RUSH 1

CONTINUOUS

COMPOSITE

PRESTRESSED

CONCRETE BOX BEAM

BRIDGE

3 SPANS: 1 @ 42'-0", 1

@ 44'-0", 1 @ 42'-0"

SKEW 25°00'00" LT.

SIX MILE CREEK

24+13.00"PR-1"

ROUTE: C.R. 1100 N. OVER SIX MILE CREEK

1802929

3R NON-FREEWAY

LOCAL

RURAL

NONE

FULL SIZE PLANS HAVE BEEN PREPARED USING

STANDARD ENGINEERING SCALES. REDUCED SIZED

PLANS WILL NOT CONFORM TO STANDARD SCALES.

1802929

LEVEL

1802929

POSTED SPEED30 M.P.H.

UTILITIES

REVISIONS

SHEET NO. DATE REVISED

INDEX

SHEET NO. DESIGNATION

1 TITLE

2 INDEX

3 TYPICAL APPROACH SECTION

4

GUARDRAIL / SIGNAGE LAYOUT AND INTERSECTION DETAIL

5 CONSTRUCTION SIGNAGE

6 PLAN & PROFILE

7 SOIL BORINGS

8 LAYOUT

9 GENERAL PLAN - PLAN & ELEVATION VIEWS

10 GENERAL PLAN - TYPICAL SECTION

11 BRIDGE SUMMARY

12 ROAD SUMMARY

13-18 CROSS SECTIONS

ELECTRIC: RUSH SHELBY ENERGY

P.O. BOX 55

MANILLA, IN 46150

PH: (765) 544-2600

ATTN: WARREN SHUPPERT

EMAIL: [email protected]

COMMUNICATION: AT&T

240 N. MERIDIAN STE 1791

INDIANAPOLIS, IN 46204

PH: (317) 265-3050

ATTN: MATT SPINDLER

EMAIL: [email protected]

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.

DEPARTMENT OF TRANSPORTATION

INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

INDEX

N/A

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

2 18

1802929

6390.

MMatel

Text Box

Note to Reviewer: A Plat Sheet was determined not to be required since this is a bridge replacement project with a relatively short project length. All necessary information can be found on the plan and profile sheets. Only three property owners are involved. Mike Matel

9'-0"

Lane

TYPICAL APPROACH SECTION

Scale: 1/4" = 1'-0"

Sta. 21+00.00 "PR-1" to Sta. 23+22.20 "PR-1"

Sta. 25+03.76 "PR-1" to Sta. 25+92.61 "PR-1"

See Safety

Ledge Detail

(Typ.)

9'-0"

Lane

Existing

Ground

3'-0"

Shoulder

4%

Slo

pe

FILL CUT

2

:

1

2% Slope2% Slope

2'-0"

Limits of Subgrade Treatment Type __

3

:

1

Existing

Ground

3'-0"

Shoulder

4%

Slo

pe

℄ Rdwy.

Line

"PR-1"

Profile

Grade

K

29

Subgrade Treatment Type ____

O29

O

8'-0"

Obstruction Free Zone

8'-0"

Obstruction Free Zone

3

:

1

Tack Coat

A A

A Shoulder Shall Be Paved To The

Face Of Guardrail When Present

West Approach: 50'-0"

East Approach: See Intersection Detail on Sheet 4

SECTION

Incidental Pavement Construction

Full Depth Saw Cut

Required For HMA

Pavement

PROJECT LIMITS

Taper Edge of Roadway & Shoulder

As Required To Match Existing

PLAN

TYPICAL INCIDENTAL CONSTRUCTION DETAILS

Not to Scale

Proposed

Roadway

See Typical Approach Section

Begin Sta. 20+

50.00 "PR-1"

End Sta. 156+

63.42 "A"

Existing

Roadway to

Remain

TYPICAL SECTION WITH GUARDRAIL

Scale: 1/4" = 1'-0"

5'-0" (Min.)

Shoulder

3'-0"

W-Beam Guardrail

or G.R.E.T.

1'-5" 7"

See Sheet 4 For Guardrail Stations & Locations

Edge of Travel Way

3

:

1

Varies At End Treatment (See Cross Sections)

O

Shoulder Break

6'-6"

Working Width

(No Obstructions)

Lane

Unless Noted Otherwise on Cross Sections

SAFETY EDGE DETAIL

Scale: 1/2" = 1'-0"

7"

5"

30°

Edge of Pavement

K

Proposed Fill

Existing Ground

4:1 or Steeper

Slope

1

2

"/Ft. (Typ.)

Slope 1:4 (Typ.)

10' Max.

4' Min.

TYPICAL BENCHING DETAIL

Not to Scale

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

TYPICAL APPROACH SECTION

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

3 18

1802929

6390.

LEGEND

K

29

HMA FULL DEPTH PAVEMENT

165#/Syd. QC/QA-HMA, 2, 64, Surface 9.5 mm on

275#/Syd. QC/QA-HMA, 2, 64, Intermediate 19.0 mm on

8" Compacted Agg., No. 53 (Place in 2-4" Lifts)

(No Calcium Chloride Req'd.)

Mulched Seeding, R

NOTES:

1. A safety edge shall be placed in the surface and intermediate

layers of all edges of pavements that are not bound by a curb.

2. Tack Coat required between Intermediate and Surface HMA

layers.

Variable Depth Compacted Aggregate, No. 53O

F

l

o

w

S

i

x

M

i

l

e

C

r

e

e

k

C.R. 900 West

C.R. 1100 North

C.R. 1100 North

P.C. Sta. 21+21.52 "PR-1"

P.T. Sta. 23+28.35 "PR-1"

27+

00

18+

00

19+

00

20+

00

21+

00

22+

00

23+

00

24+

00

25+

00

26+

00

LIN

E "PR-1"

Begin Project

Sta. 21+00.00 Line "PR-1"

End Project

Sta. 25+92.61 Line "PR-1"

1

5

6

+

0

0

1

5

7

+

0

0

1

5

8

+

0

0

L

I

N

E

"

A

"

22+

64.77 "P

R-1"

23

+2

1.3

1 "P

R-1

"

23

+4

0.1

0 "P

R-1

"

24

+7

4.4

8 "P

R-1

"

24

+9

3.2

3 "P

R-1

"

22+

33.81 "P

R-1"

1

7

R

8

'

-

6

"

8

1 4

9

5

25

+1

8.2

3 "P

R-1

"

22+

39.96 "P

R-1"

22+

70.58 "P

R-1"

23

+3

2.7

8 "P

R-1

"

23

+5

1.5

3 "P

R-1

"

7

1

24

+8

5.9

0 "P

R-1

"

25

+0

4.6

5 "P

R-1

"

25

+6

7.1

5 "P

R-1

"

1

2

3

3

6

C

h

a

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t

e

'

s

B

r

o

o

k

F

l

o

w

R10'-0"

(Connect to

Exist. Bridge

Rail)

See Intersection

Detail This Sheet

+00, Curve Sign

W1-2 L

+60, Stop Sign

R1-1

+06, Dbbl. Arrow Sign

W1-7

Do Not Disturb

Existing Street Signs

on Utility Pole

2'-11

1

2

"

2'-10

1

2

"

B

r

i

d

g

e

1

5

7

+

0

0

M

a

t

c

h

E

x

is

t

R

3

0

'

-

0

"

End Project

Sta. 25+92.61 Line "PR-1"

Class V Drive

(See Sheet 6)

End Incidental Const.

Sta. 156+63.42 Line "A"

C

h

a

r

l

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t

e

'

s

B

r

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o

k

F

l

o

w

LINE "PR-1"

L

I

N

E

"

A

"

C.R. 1100 North

C.R. 900 West

C.R. 1100 North


Sta. 157+47.08 Line "A"

3'-0"

25+00 26+00 27+00

1

5

7

+

0

0

Incidental Construction Full Depth Pavement

(See Sheet 3)

5'-0"

Rush County

Bridge No. 4

9'-0"

Lane

9'-0"

Lane

3'-0"

R

1

0

'

-

0

"

7

3

°

5

9

'

2

5

"

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

GUARDRAIL / SIGNAGE LAYOUT AND INTERSECTION DETAIL

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

4 18

1802929

6390.

Railing Transition, Type TGS-1 (18'-9")

1

2

3

4

62'-6" of W-Beam Guardrail (6'-3" Spacing)

7


Type 5 Anchor w/Terminal End Buffer

9

Guardrail End Treatment, Type 1 (31'-3")

8

18'-9" Shop Curved W-Beam Guardrail (R=8'-6")(6'-3" Spacing)


5 18'-9" of W-Beam Guardrail (6'-3" Spacing)

6

GUARDRAIL / SIGNAGE LAYOUT

Scale: 1" = 30'

INTERSECTION DETAIL

Scale: 1" = 20'

15'-7

1

2

" Shop Curved W-Beam Guardrail (3-1

1

2

" Spacing)

Shop Curved Guardrail to connect to existing Guardrail

Along C.R. 900 West

US 4

0

HAN

CO

CK CO

.

C.R. 1200 N.

C.R. 1100 N.

C.R. 1000 N.

C.R. 900 W

.

C.R. 800 W

.

C.R. 980 W

.

C.R. 965 W

.

C.R. 1100 N.

C.R. 1150 N.

C.R. 1050 N.

C.R. 1000 W

.

BRIDGE NO.1

BRIDGE NO.4

CONSTRUCTION SIGNAGE

Not to Scale

3

3

3

3

3

3

*

ROAD CLOSURE SIGN ASSEMBLY (R11-2)

STANDARD BARRICADE (TYPE III-B) (12' SECTION)

A

XW20-3

R11-3

XG20-5ROUTE CLOSURE NOTICE

11

DETOUR AHEAD

TYPE

A

A

REQ'D.

A

A

SYMBOL

DETOUR

1

2

MESSAGE

ROAD CLOSED

MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

MILES AHEAD

LOCAL TRAFFIC ONLY

1000 FT.

500 FT.

3

4

5

7

8

9

6

ROAD CLOSED

ROAD CLOSED

10

DETOUR

NUMBER

R11-3

XM4-10(L)

XM4-10(R)

STANDARD BARRICADE (TYPE III-B) (12' SECTION)

XW20-3

STANDARD BARRICADE (TYPE III-A) (24'-0" SECTION)

DETOUR ROUTE MARKER ASSEMBLY (LEFT)

DETOUR ROUTE MARKER ASSEMBLY (RIGHT)

ROAD CLOSURE SIGN ASSEMBLY (R11-2)

B

B

AXW20-2

SIGN LEGEND

2 BARRICADES REQUIRED PER LOCATION. TOTAL QUANTITY = 72'-0"

*

B

M4-8aEND DETOUR

12

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

K. COFFMAN

M. MATEL

CONSTRUCTION SIGNAGE

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

5 18

1802929

6390.

LEGEND

CONSTRUCTION SIGN TYPE AS SHOWN

TYPE III-A/III-B BARRICADE

9

3

10

8

8

10

9

3

8

10

9

3

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

HE&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

E

OH

E

O

H

E

O

H

E

O

H

E

O

H

E

OH

E

OH

E

O

H

E

O

H

E

OH

E

OH

E

O

H

E

O

H

E

OH

E

O

F

l

o

w

Const.

Limits

5'-0"

Shldr.

9'-0"

Lane

5'-0"

Shldr.

9'-0"

Lane

S

i

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M

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C

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P.C. Sta. 157+66.44 "A"

P.T. Sta. 155+36.68 "A"

1

5

6

+

0

0

1

5

7

+

0

0

1

5

8

+

0

0

P.T. Sta. 24+63.16 "B"

18+

00

19+00

20+00

21+

00

22+

00

2

3

+

0

0

2

4

+

0

0

2

5

+

0

0

50+

00

5

1

+

0

0

5

2

+

0

0

CURVE DATA

P.I Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

R = 2370.00'

T = 354.20'

L = 703.19'

E = 26.32'

N

7

2

°

5

7

'0

7

"

E

N

2

1

°

0

0

'

3

5

"

W

S6°50'35"E

S

3

5

°

3

1

'

5

5

"

E

LIN

E "B"

Sta. 25+67.81 "B" =

P.O.C. Sta. 157+83.91 "A"

(

B

it

.

M

a

t

.

)

C.R.

900 W

est

(Wooded)

(Wooded)

(Wooded)

(Wooded)

(Cultivated Field)

(G

rass)

(G

rass)

(Cultivated Field)

(Wooded)

1

8

"

C

M

P

B

rid

ge

B

r

i

d

g

e

Riprap

R

i

p

r

a

p

(Wooded)

(W

ooded)

Sec. 3, T. 15 N., R. 8 E.Ripley Township

Rush County


Rush County


Rush County

(Bit. M

at.)

C.R. 1100 North

C.R. 1100 North

App. Sec. Line &

⅊

27+

00

18+

00

19+

00

20+

00

21+

00

22+

00

23+

00

24+

00

25+

00

26+

00

CURVE DATA

P.I Sta. 22+25.00 "PR-1"

Δ = 5°00'00" Lt.

R = 2370.00'

T = 103.48'

L = 206.82'

E = 2.26'

No. S.E.

P.I. Sta. 22+25.00 "PR-1" =

Δ = 5°00'00" Lt.

Monument Type B Req'd.

O.P.O.C. Sta. 22+19.50 "B"; 43.49' Rt.

LIN

E "PR-1"

Begin Project

Sta. 21+00.00 Line "PR-1"


Begin Incidental Const.

Sta. 20+50.00 Line "PR-1"

5

9

°

2

8

'

5

"

P.O.T. Sta. 24+12.47 "PR-1" =

P.O.T. Sta. 50+75.43 "T-1-B"

N85°00'00"E

N

90°00'0

0"E

P.O.T. Sta. 25+92.61 "PR-1" =

P.O.C. Sta. 156+76.16 "A"

7

3

°

5

9

'

2

5

"


Rush County

℄ STRUCTURE

Sta. 24+13.00 Line "PR-1"

Skew 25°00'00", Lt.

2

5

°

0

'0

"

S

k

e

w

L

t

.

P.T. Sta. 23+28.35 "PR-1" =

O.P.O.C. Sta. 23+20.00 "B"; 56.77' Rt.

P.C. Sta. 21+21.52 "PR-1" =

O.P.O.C. Sta. 21+19.03 "B"; 25.62' Rt.

P.O.T. Sta. 21+00.00 "PR-1" =

O.P.O.C. Sta. 20+97.96 "B"; 22.45' Rt.

P.I. Sta. 50+00.00 "T-1-B" =

Δ = 28°41'19" Lt.

P.O.C. Sta. 23+75.00 "B"

2

8

°

4

1

'

1

9

"

L

I

N

E

"

A

"

End Project

Sta. 25+92.61 Line "PR-1"



Sta. 157+47.08 Line "A"

9

3

°

3

'

5

1

"


Sta. 156+63.42 Line "A"

K

O

O

O

29

29

K

App. Sec. Line &

⅊

App. Sec. Lin

e

App. Sec. Lin

e

P.O.T. Sta. 27+00.00 "PR-1" =

P.O.C. Sta. 156+46.54 "A";

O/S 103.22' Rt.

+52, Mod. Cl. V Dr. Req'd.

W=12', L=55', R=10',10'

L

I

N

E

"

T

-

1

-

B

"

3'-0"

Shldr.

3'-0"

Shldr.

CURVE DATA

P.I Sta. 159+46.92 "A"

Δ = 20°27'41" Lt.

R = 1000.00'

T = 180.48'

L = 357.12'

E = 16.16'

No S.E.

P.I. Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

+98.06

29

Const.

Limits

29

Const.

Limits

O

Const.

Limits

Remove Exist.

Structure &

Abutments

Limits of Channel Clearing

Limits of

Channel

Clearing

C

h

a

r

l

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t

e

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s

B

r

o

o

k

F

l

o

w

Rush Co. Bridge No. 4

TIMMY D. HICKERSON

WALTER & JOLANDA BROWN

MICHAEL RYAN WOMACK

RICHARD J. &LEE ANNVAUGHAN

+50

30.00'

+50

Ex. R/W(7.86')

+00

50.00'

+75

50.00'

+20

90.00'

+35

90.00'

+20

50.00'

+00

50.00'

+60"A"

25.00'

+60"A"

Ex. R/W(16.37')

+60"A"

Ex. R/W(10.98')

+60"A"

25.00'

+50"A"

25.00'

+50"A"

Ex. R/W(7.97')

+50"A"

Ex. R/W(12.42')

+50"A"

25.00'

+25

57.30'

+25

65.00'

+00

65.00'

+00

50.00'

+00

55.00'

+25

50.00'

+65

50.00'

+45

130.00'

+25

130.00'

+50

25.00'

R

/

W

50' R/W

R/W

R

/W

50' R/W

Temp. R/W

for Dr. Const.

Temp. R/W for

Channel Clearing

Temp. R/W for

Channel Clearing

50' R/W 50' R/W

R

/

W

25' R/W

+50

Ex. R/W(7.48')

App. Ex. R/W

App. Ex. R/W

App. Ex. R/W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

880

890

900

910

920

930

940

880

890

900

910

920

930

940

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

2:1 Slope Perp. to

CL Bent (Typ.)

6"∅ End Bent Drain Pipe (Typ.)

Class 1 Riprap (24" Deep)

Over Geotextile For Riprap

Type 1A (Typ.)

Pile (Typ.)

3'-0" Berm

(Typ.)

Slope 1:4 (Typ.)

Proposed Profile

Line "PR-1"

Existing Grade

Agg. for End Bent Backfill

Over Geotextile for Riprap

Type 2A (Typ.)

NOTE:

See Sheet 4 For C.R. 900 W Grading

Full Depth Pavement Paving Exception Full Depth Pavement

Incidental Construction

Match Existing Pavement

and Drainage

See Sheet 4 For Guardrail Layout Data

-0.02%

+0.40%

-2.2

5%

-0.50%

-0.70%

+50, El. 916.20

+92.61, El. 915.50

+03.41, El. 915.43

PVI Sta. 24+75

PVI El. 917.49

100' V.C.

PVI Sta. 21+50

PVI El. 916.18

100' V.C.

PVI Sta. 25+55

PVI El. 915.69

50' V.C.

916.6

916.7

916.8

916.8

916.6

916.4

916.3

916.2

916.2

916.2

916.2

916.2

916.2

916.2

916.1

916.1

916.2

916.3

916.4

916.6

916.8

916.8

916.6

917.4

905.6

905.4

910.1

910.3

915.0

915.8

915.7

915.6

915.4

910.3

907.6

912.1

916.20

916.20

916.19

916.20

916.24

916.30

916.38

916.48

916.59

916.69

916.79

916.89

916.99

917.09

917.19

917.29

917.31

917.16

916.85

916.37

915.87

915.60

915.45

Sta. 24+00

El. 890.00

revised per m. matel markups

need to revise guardrail still

2020-09-23 lpk

Line "A"

PROJECT LIMITS

BEGIN PROJECT

Sta. 21+00.00 "PR-1"

Elev. 916.19

END PROJECT

Sta. 25+92.61 "PR-1"

Elev. 915.50

Channel Clearing

El. 909.00

Varies

+22.20

+03.76

Q100

El. 912.8

OHW

El. 907.50

Flowline

El. 905.0

ALL R/W ON THIS SHEET DESCRIBED FROM

LINE "PR-1" UNLESS OTHERWISE NOTED

NOTE: ALL TOPOGRAPHY INFORMATION REFERENCED

TO LINE "B" UNLESS NOTED.

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

PLAN & PROFILE

1" = 30'-0"

1" = 10'-0"

ELECTRONIC

B-43590

RUSH 1

1802929

6 18

1802929

6390.

BM #2 El.914.41' Boat Spike "Set" in Power Pole#39318 Sta. "A", 14.39' Rt. 157+10.14BM #5 El.932.42' Boat Spike "Set" in Power Pole#39296 Sta. "B", 18.09' Lt. 11+94.96

29Mulched Seeding, R

Compacted Aggregate, No. 53O

HMA Full Depth PavementK

LEGEND

Control Point #300

O.P.O.T. Sta. 161+44.80 "A", 19.31' Rt.

Iron Pin w/Cap (Set 1/31/2020)

Control Point #301

O.P.O.T. Sta. 156+72.86 "A", 31.09' Lt.

Mag Nail, Flush (Set 1/31/2020)

Control Point #302

O.P.O.T. Sta. 155+79.06 "A", 16374' Rt.


Control Point #303

O.P.O.T. Sta. 23+46.34 "B", 83.75' Rt.


Control Point #305

O.P.O.T. Sta. 14+42.40 "B", 8.22' Lt.


Line "A"

C.R. 900 West

Mag Nail

Found, Flush

29.26'

220° Az

Mag Nail

Telephone Pole

81.34'

0° Az

Fence Post

W. Face

2

5

.

2

0

'

1

6

0

°

A

z

Boat Spike Pwp.

#39318 65.35' 40° Az

C.R. 900 West

Line "A"

C

.

R

.

1

1

0

0

N

.

South Edge

Sign Post

43.22'

280° Az

North Edge

Sign Post

17.60'

100° Az

C.R. 900 West

C.R. 1100 N

.

Line "A"

S. Edge

Sign Post

45.49'

10° Az

Tele. Pole

Mag Nail

16.95'

160° Az

3

9

.

9

2

'

2

3

0

°

A

z

Mag Nail

Pwp. #39324

C.R. 1100 N.

Bridge

S

i

x

M

i

l

e

C

r

e

e

k

L

in

e

"

B

"

2

0

.

5

4

'

3

5

0

°

A

z

S. Edge

Sign Post

N.E. Edge

Sign Post

17.63'

260° Az

N.E. Crn.

Conc. Wall

15.13'

120° Az

Line "B"

C.R. 1100 N.

Mag Nail

Pwp. #39298

14.03'

50° Az

N.E. Crn.

Wood Fence Post

92.00'

280° Az

Mag Nail

Pwp. #39288

59.73'

125° Az

Woods

Woods

Note:

See Sheet 2 For Utility Owners

See Sheet 4 For Signage

C.R. 1100 N.

F

l

o

w

SIX MILE CREEK

24+

00

25+

00

LIN

E "PR-1"

BORING LOCATION PLAN

Scale: 1" = 20'

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

ACE

ACE

SOIL BORINGS

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

7 18

1802929

6390.

MMatel

Text Box

Note to Reviewer: The geotechnical consultant has not been able to complete the field work and obtain the soil borings at this time. Stage 2 Plan submittal was not going to be delayed due to this. Soil test borings at the bridge as well as the pile table and associated notes will be placed on this sheet when the geotechnical report is completed prior to Stage 3 submission when all of this information is needed for the design of the bridge. Mike Matel

880

890

900

910

920

930

940

880

890

900

910

920

930

940

21+00 22+00 23+00 24+00 25+00 26+00 27+00

Existing Ground

6"∅ End Bent Drain Pipe (Typ.)


Over Geotextile For Riprap

Type 1A (Typ.)

Slope 1:4 (Typ.)

___ cys Agg. for End Bent

Backfill Over ___ sys

Geotextile for Riprap Type

2A (Typ.)

Pile (Typ.)

Proposed Profile Grade,

Line "PR-1"

2:1 Slope

Perpendicular

To Bent (Typ.)

Structure Limits

Riprap

Key

(Typ.)

+0.40%

-2.2

5%

-0.50%

-0.70%

+92.61, El. 915.50+03.41, El. 915.43

PVI Sta. 24+75

PVI El. 917.49

100' V.C.

PVI Sta. 21+50

PVI El. 916.18

100' V.C.

PVI Sta. 25+55

PVI El. 915.69

50' V.C.

Sta. 24+00

El. 890.00



2020-09-23 lpk

3'-0"

(Typ.)

Low Structure

El. 914.25

+48.45

+77.55

Q100

El. 912.8

OHW

El. 907.5

Channel Clearing

El. 909.0

Flowline

El. 905.0

916.2

916.2

916.1

916.1

916.2

916.3

916.4

916.6

916.8

916.8

916.6

917.4

905.6

905.4

910.1

910.3

915.0

915.8

915.7

915.6

915.4

910.3

907.6

912.1

916.19

916.20

916.24

916.30

916.38

916.48

916.59

916.69

916.79

916.89

916.99

917.09

917.19

917.29

917.31

917.16

916.85

916.37

915.87

915.60

915.45

See Sheet 4 For C.R. 900 W Grading

Line "A"

BEGIN PROJECT

Sta. 21+00.00 "PR-1"

Elev. 916.19

END PROJECT

Sta. 25+92.61 "PR-1"

Elev. 915.50

Clearing

Varies

See Sheet 4 For Guardrail Layout Data

Hatched Area:

___Tons Class 1 Riprap (24"

Deep) Over ___ sys Geotextile

For Riprap Type 1A (Typ.)

Str. No 10

45 Lft. of 6" ∅ End Bent Drain Pipe

w/Rodent Screen (45° Bend Req'd.)

Const. Limits


(Clear to Elev. 909.0)

K

27+

00

21+

00

22+

00

23+

00

24+

00

25+

00

26+

00

P.O.T. Sta. 25+67.81 "B"

P.T. Sta. 24+63.16 "B"

21+

00

22+

00

2

3

+

0

0

2

4

+

0

0

2

5

+

0

0

50+

00

5

1

+

0

0

5

2

+

0

0

P.C. Sta. 157+66.44 "A"

P.T. Sta. 155+36.68 "A"

1

5

6

+

0

0

1

5

7

+

0

0

1

5

8

+

0

0

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

E&

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

T

O

H

T

O

H

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

T

O

H

E

E

OH

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

O

H

E

OH

E

OH

E

O

H

E

O

H

E

OH

E

OH

E

O

H

E


Rush County


Rush County


Rush County


Rush County

F

l

o

w

S

i

x

M

i

l

e

C

r

e

e

k

C.R.

900 W

est

(Wooded)

(Wooded)

(Wooded)

(G

rass)

(Wooded)

1

8

"

C

M

P

B

rid

ge

B

r

i

d

g

e

R

ip

ra

p

R

i

p

r

a

p

(Wooded)

(Wooded)

C.R. 1100 North

App. Sec. Line &

⅊

App. Sec. Line &

⅊

App. Sec. Lin

e

℄ STRUCTURE

Sta. 24+13.00 Line "PR-1"

Skew 25°00'00", Lt.

CURVE DATA

P.I Sta. 22+25.00 "PR-1"

Δ = 5°00'00" Lt.

R = 2370.00'

T = 103.48'

L = 206.82'

E = 2.26'

No S.E.

CURVE DATA

P.I Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

R = 2370.00'

T = 354.20'

L = 703.19'

E = 26.32'

No S.E.

P.I. Sta. 22+25.00 "PR-1" =

Δ = 5°00'00" Lt.


O.P.O.C. Sta. 22+19.50 "B"; 43.49' Rt.

P.I. Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

L

IN

E

"B

"

LIN

E "P

R-1

"

L

I

N

E

"

A

"

CURVE DATA

P.I Sta. 159+46.92 "A"

Δ = 20°27'41" Lt.

R = 1000.00'

T = 180.48'

L = 357.12'

E = 16.16'

No S.E.

8

7

°

2

'

2

1

"

73°59'25"

9

8

°

4

'

2

5

"

5

9

°

2

8

'

5

"

2

5

°

0

'0

"

S

k

e

w

L

t

.

N85°00'00"E

N

2

1

°

0

0

'

3

5

"

W

N

7

2

°

5

7

'0

7

"

E

P.O.T. Sta. 23+28.35 "PR-1" =

O.P.O.C. Sta. 23+20.00 "B"; 56.77' Rt.

P.O.T. Sta. 25+92.61 "PR-1" =

P.O.C. Sta. 156+76.16 "A"

9

0

5

9

0

5

9

0

5

9

0

5

9

1

0

9

1

0

9

1

0

9

1

0

9

1

0

9

1

0

910

9

1

0

9

1

0

9

1

0

910

9

1

0

9

1

0

9

1

0

915

Begin Project

Sta. 21+00.00 Line "PR-1"


P.O.T. Sta. 21+00.00 "PR-1" =

O.P.O.C. Sta. 20+97.95 "B"; 22.51' Rt.

See Sheet 6 For Drive Details

End Project

Sta. 25+92.61 Line "PR-1"


O

O

K

O

O

5'-0"

Shldr.

9'-0"

Lane

5'-0"

Shldr.

9'-0"

Lane

3'-0"

3'-0"

3'-0"

Str. No 11

45 Lft. of 6" ∅ End

Bent Drain Pipe

w/Rodent Screen

(45° Bend Req'd.)

Hatched Area:

___Tons Class 1 Riprap (24" Deep)

Over ___ sys Geotextile For Riprap

Type 1A (Typ.)

Const. Limits

29

29

29

29

K


(Clear to Elev. 909.0)

F

l

o

w

C

h

a

r

l

o

t

t

e

'

s

B

r

o

o

k

Rush Co.

Bridge No. 4

L

I

N

E

"

T

-

1

-

B

"

S

3

5

°

3

1

'

5

5

"

E

R

/

W

50' R/W

R/W

R

/W

50' R/W

Temp. R/W

for Dr. Const.

Temp. R/W for

Channel Clearing

Temp. R/W for

Channel Clearing

50' R/W 50' R/W

R

/

W

+00

50.00'

+75

50.00'

+98.06

+20

90.00'

+35

90.00'

+20

50.00'

+00

50.00'

+60"A"

25.00'

+60"A"

Ex. R/W(16.37')

+60"A"

Ex. R/W(10.98')

+60"A"

25.00'

+50"A"

25.00'

+50"A"

Ex. R/W(7.97')

+50"A"

Ex. R/W(12.42')

+50"A"

25.00'

+25

57.30'

+25

65.00'

+00

65.00'

+00

50.00'

+00

55.00'

+25

50.00'

+65

50.00'

+45

130.00'

+25

130.00'

25' R/W

App. Ex. R/W

App. Ex. R/W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

A

p

p

.

E

x

.

R

/

W

App. Ex. R/W

App. Ex. R/W

TIMMY D. HICKERSON

WALTER & JOLANDABROWN

MICHAEL RYANWOMACK

RICHARD J. &LEE ANNVAUGHAN

NOTES

See Sheet 2 For Utility Owners

See Sheet 4 For Signage

Note: Above Quantities Do Not Include ####

Cys. For Benching. Estimated Benching Will Not

Be Paid For Directly. Cost Of Benching Shall Be

Included In Cost Of Common Excavation.

EXISTING STRUCTURE

Not To Scale

The existing steel bridge was built in 1912 & rehabbed in 1992

Span length: 1 @ 16'1"±, 1 @ 57'-6"±, 1 @ 16'1"±

Middle Span Comprised of Two Steel Car Carriers

Clear roadway 21'-0". Total length of 89'-8"±

Existing structure to be removed.

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

LAYOUT

1" = 30"-0"

1" = 10'-0"

ELECTRONIC

B-43590

RUSH 1

1802929

8 18

1802929

6390.

ALL R/W ON THIS SHEET DESCRIBED FROM

LINE "PR-1" UNLESS OTHERWISE NOTED

NOTE: ALL TOPOGRAPHY INFORMATION REFERENCED

TO LINE "B" UNLESS NOTED.

BM #2 El.914.41' Boat Spike "Set" in Power Pole#39318 Sta. "A", 14.39' Rt. 157+10.14BM #5 El.932.42' Boat Spike "Set" in Power Pole#39296 Sta. "B", 18.09' Lt. 11+94.96

29Mulched Seeding, R

Compacted Aggregate, No. 53O

HMA Full Depth PavementK

LEGEND

Control Point #300

O.P.O.T. Sta. 161+44.80 "A", 19.31' Rt.

Iron Pin w/Cap (Set 1/31/2020)

Control Point #301

O.P.O.T. Sta. 156+72.86 "A", 31.09' Lt.


Control Point #302

O.P.O.T. Sta. 155+79.06 "A", 16374' Rt.


Control Point #303

O.P.O.T. Sta. 23+46.34 "B", 83.75' Rt.


Control Point #305

O.P.O.T. Sta. 14+42.40 "B", 8.22' Lt.


Line "A"

C.R. 900 West

Mag Nail

Found, Flush

29.26'

220° Az

Mag Nail

Telephone Pole

81.34'

0° Az

Fence Post

W. Face

2

5

.

2

0

'

1

6

0

°

A

z

Boat Spike Pwp.

#39318 65.35' 40° Az

C.R. 900 West

Line "A"

C

.

R

.

1

1

0

0

N

.

South Edge

Sign Post

43.22'

280° Az

North Edge

Sign Post

17.60'

100° Az

C.R. 900 West

C.R. 1100 N

.

Line "A"

S. Edge

Sign Post

45.49'

10° Az

Tele. Pole

Mag Nail

16.95'

160° Az

3

9

.

9

2

'

2

3

0

°

A

z

Mag Nail

Pwp. #39324

C.R. 1100 N.

Bridge

S

i

x

M

i

l

e

C

r

e

e

k

L

in

e

"

B

"

2

0

.

5

4

'

3

5

0

°

A

z

S. Edge

Sign Post

N.E. Edge

Sign Post

17.63'

260° Az

N.E. Crn.

Conc. Wall

15.13'

120° Az

Line "B"

C.R. 1100 N.

Mag Nail

Pwp. #39298

14.03'

50° Az

N.E. Crn.

Wood Fence Post

92.00'

280° Az

Mag Nail

Pwp. #39288

59.73'

125° Az

Woods

Woods

CONTINUOUS COMPOSITE PRESTRESSED

CONCRETE BOX BEAM BRIDGE

3 SPANS: 1 @ 42'-0", 1 @ 44'-0", 1 @ 42'-0"

24'-0" CLEAR ROADWAY; SKEW 25°00'00" LT.

C.R. 1100 N. OVER SIX MILE CREEK

RUSH COUNTY

57'-6"±

89'-8"±

16'-1"± 16'-1"±

STRUCTURE TO BE BUILT ON A +0.40% GRADE & 100' VERTICAL CURVE


Over Geotextile for Riprap

Type 1A (Typ.)

3'-0"

(Typ.)

3'-0"

(Typ.)

Riprap Key

(Typ.)Pile

(Typ.)

+0.40% -2.25%

Exist.

Ground

2:1 Slope Perpendicular

To Bent (Typ.)

BENT NO. 4

SPAN "A"

Channel Clearing

Elev. 909.0

Low Str.

El. 914.25

(North Exterior Beam)

W-Beam Guardrail

(Typ.)

Flowline

El. 905.0

Sta. 24+00

El. 890.00



2020-09-23 lpk

Proposed Profile Grade,

Line "PR-1"

Bridge Railing, Type TS-1

Guardrail Transition,

Type TGS-1 (Typ.)

PVI Sta. 24+75

PVI El. 917.49

100 V.C.

INTEGRAL

PIER NO. 3PIER NO. 2BENT NO. 1

INTEGRAL

SEMI-FIXED SEMI-FIXED

SPAN "B" SPAN "C"

Q100

El. 912.8

O.H.W.

El. 907.5

Berm

El. 913.7

Berm

El. 913.9

C.R. 1100 N

Coping Line

Face Of Railing,

Type TS-1

Type I-A

Joint (Typ.)

End Of Bridge Floor

(Typ.)

Toe of

Slope

Limits of Class 1

Riprap (Typ.)

Coping Line

Face Of Railing,

Type TS-1

℄ Structure &

℄ Roadway

WING A

24'-6" O

ut to O

ut of Copings

24'-0" Clear Roadw

ay

9'-0"

Lane

9'-0"

Lane

2

5

°

0

'0

"

S

k

e

w

L

t

.

20'-6"

Approach Slab

(Typ.)

Edge of Agg.

Shoulder

Edge of

Traveled Way

WING D

WING B

WING C

3

'

-

0

"

B

e

r

m

(

T

y

p

.

)

2

'

-

6

"

E

n

d

B

e

n

t

(

T

y

p

.

)

9

"

P

a

v

e

m

e

n

t

L

e

d

g

e

(

T

y

p

.

)

F

l

o

w

Six Mile Creek

℄ Structure

℄ Bearing &

℄ Bent No. 1

23+

00

24+

00

25+

00

P.T. Sta. 23+28.35 "PR-1"

℄ Pier No. 2

℄ Pier No. 3℄ Bearing &

℄ Bent No. 4

Edge of

Traveled Way

Edge of Agg.

Shoulder

3"

3"

3'-0"

Shldr.

6

5

8

"

6

5

8

"

42'-0"℄ Bent to ℄ Pier

2

'

-

9

"

P

i

e

r

C

a

p

(

T

y

p

.

)

LINE "PR-1"

N85°00'00"E

CURVE DATA

P.I Sta. 22+25.00 "PR-1"

Δ = 5°00'00" Lt.

R = 2370.00'

T = 103.48'

L = 206.82'

E = 2.26'

No S.E.

44'-0"℄ Pier to ℄ Pier

42'-0"℄ Pier to ℄ Bent

128'-0" ℄ Bent to ℄ Bent

129'-1

1

4

" Out to Out of Bridge Floor

Channel Clearing

To Elev. 909.0

Shoulder Break

(Typ.)

Toe of Slope

Limits of

Class 1

Riprap (Typ.)

2'-0"

3'-0"

Shldr.

2'-0"

Limits of Class 1

Riprap (Typ.)

Limits of Class 1

Riprap (Typ.)

Toe of Slope

T

o

p

o

f

B

a

n

k

Toe of Slope

Toe of Slope

Top of Bank

Begin Approach Slab

P.O.T. Sta. 23+22.20 "PR-1"

End Approach Slab

P.O.T. Sta. 25+03.76 "PR-1"

Sta. 23+49.00 "PR-1"

℄ Bent No. 1

P.G. 916.98

Sta. 24+13.00 "PR-1"

℄ Structure

P.G. 917.24

Sta. 24+77.00 "PR-1"

℄ Bent No. 4

P.G. 917.14

Sta. 23+91.00 "PR-1"

℄ Pier No. 2

P.G. 917.15

Sta. 24+35.00 "PR-1"

℄ Pier No. 4

P.G. 917.32

PLAN

Scale: 1/8" = 1'-0"

ELEVATION

Scale: 1/8" = 1'-0"

NOTE:

See Sheet 10 For Typical Section

CONTINUOUS COMPOSITE PRESTRESSED CONCRETE

BOX BEAM BRIDGE

3 SPANS: 1 @ 42'-0", 1 @ 44'-0", 1 @ 42'-0"



RUSH COUNTY

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

GENERAL PLAN - PLAN & ELEVATION VIEWS

N/A

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

9 18

1802929

6390.

TYPICAL SECTION

Scale: 1/2" = 1'-0"

6"

(Typ.)

3'-3"

3 Spa.@ 6'-0"=18'-0" (Beam Spacing)

24'-6" Out to Out of Copings

24'-0" Clear Roadway

2'-9"

(Typ.)

Type TS-1 Bridge Railing

(Typ.)

1'-9"

(Typ.)

3'-0"

(Typ.)

Slope: 2.00%

3

4

"∅ Half Round

Drip Bead (Typ.)

Limits of

Surface Seal

(Typ.)

Profile Grade

Continuous Composite Prestressed

Concrete Box Beam, Type CB-21

(21"x36") (Typ.)

Face of Railing (Typ.)

3'-3"

3"

℄ Roadway &

℄ Structure

1'-0"

(Typ.)

8" Conc. Slab

9'-0"

Lane

9'-0"

Lane

3'-0"

Shoulder

3'-0"

Shoulder

3"

Line "PR-1"

Slope: 2.00%

All bridge seat elevations were calculated using design camber of beams,

dead load deflection of slab and, where applicable, an allowance for Profile

Grade Vertical curve and beam notches so that the top of beam will be 3/4"

minimum below the bottom of slab at the center of span unless otherwise

noted on the floor details.

Fillet depth to vary along length of beam to compensate for residual camber

of beams, beam notches and Profile Grade Vertical Curve. Actual cambers

which are greater or less than design cambers will be accounted for by

reducing or increasing the fillets. The beams shall not extend into the slab

more than 1"

SEAT ELEVATIONS

LIVE LOAD:

Designed for HL-93 loading, in accordance with the AASHTO LRFD Bridge

Design Specifications, 8th Edition, 2017 and its subsequent revisions.

DEAD LOAD:

Actual weight plus 35 psf (composite) for future wearing surface and 15 psf

for permanent metal deck forms.

FLOOR SLAB:

Designed with a structural depth of 7

1

2

" plus

1

2

" sacrificial wearing surface.

MATERIAL DESIGN STRENGTHS:

Class "C" Concrete F'c = 4,000 p.s.i.

Class "A" Concrete F'c = 3,500 p.s.i.

Reinforcing Steel (Grade 60) Fy = 60,000 p.s.i.

SEISMIC DESIGN DATA:

Seismic Performance Zone TBD

Acceleration Coefficient TBD

Seismic Soil Profile Type TBD

WIND LOAD:

Designed for 70 mph horizontal wind load in accordance with LRFD 3.8.1.

CONSTRUCTION LOADING:

The exterior girder has been checked for strength, deflection, and

overturning using the construction loads shown. Cantilever overhang brackets

were assumed for support of the deck overhang past the edge of the exterior

girder. Finishing machine was assumed to be supported 6 in. outside the

vertical coping form. The top overhang brackets were assumed to be located

6 in. past the edge of the vertical coping form. The bottom overhang

brackets were assumed to be braced against the intersection of the girder

bottom flange and web.

DECK FALSEWORK LOADS:

Designed for 15 psf for permanent metal stay-in-place deck forms, removable

deck forms, and 2 ft. exterior walkway.

CONSTRUCTION LIVE LOAD:

Designed for 20 psf extending 2 ft. past the edge of coping and 75 lb/ft

vertical force applied at a distance of 6 in. outside the face of coping over a

30 foot length of the deck centered with the finishing machine.

FINISHING-MACHINE LOAD:

4500 lb distributed over 10 ft. along the coping.

DESIGN STRESSES

GENERAL NOTES

The existing structure shall be removed.

Steel H-Piles with shoes shall be driven to the Nominal Driving Resistance.

Epoxy coated reinforcing bars shall be required in various portions of the

structure as shown.

Reinforcing bars covering shall be 2

1

2

" in top of approach slabs.

Reinforcing bars covering shall be 2

1

2

" in top and 1" in bottom of floor slabs

and 2" in all other areas unless noted.

Reinforcing bars shall be A.S.T.M. A615, Grade 60.

Concrete shall be Class C in end bents and floor slab.

Concrete shall be Class A in all portions of the project not noted above.

Chamfer exposed corners of concrete 1" unless noted.

Surface seal shall be required on various areas of the structure as shown.

Estimated quantity = ____ Sft.

DESIGN DATA

CONTINUOUS COMPOSITE PRESTRESSED CONCRETE

BOX BEAM BRIDGE

3 SPANS: 1 @ 42'-0", 1 @ 44'-0", 1 @ 42'-0"



RUSH COUNTY

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

GENERAL PLAN - TYPICAL SECTION

N/A

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

10 18

1802929

6390.

BRIDGE SUMMARY

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

K. COFFMAN

M. MATEL

BRIDGE SUMMARY

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

11 18

1802929

6390.

ROAD SUMMARY

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

K. COFFMAN

M. MATEL

ROAD SUMMARY

As Noted

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

12 18

1802929

6390.

TRAFFIC SIGNS

(INCH)

THICK. AREA

(SFT.)

SIGNS

POSTS

NO. OF

POSTS

TYPE

POST

(LFT.)

TOTALLINE STATION

LT./RT.

SIGN MESSAGE

TOTALS

"PR-1" 25+60 RT R1-1 0.080 6.3 1 14I

"PR-1" 19+00 RT W1-2 L 0.080 6.3 1 14I

STOP

CURVE LEFT

0.080 20.6

4 56I

Note:

Sign locations and post lengths are approximate. Exact locations and lengths to be determined in the

field in accordance with the Indiana Manual on Uniform Traffic Control Devices.

"PR-1" 26+06 -- W1-7 LARGE ARROW - 2 DIRECTION

TYPE

SHEET

II

II

II 8.0 2

II

28I0.080

20+00

900

905

910

915

920

925

900

905

910

915

920

925

05

10 15 20 25 30 35 4045

5055

60 65 7075

800-5

-10-15-20-25-30-35-40-45

-50-55

-60-65-70-75

-80

20+50

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

-80

21+00

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80

P.G

. 916.19

Pro. R/W

Pro. R/W

Cut Area

(Sq. Ft.)

0

Cut Vol

(Cys.)

0

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

Cut Area

(Sq. Ft.)

0

Cut Vol

(Cys.)

0

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

Cut Area

(Sq. Ft.)

16

Cut Vol

(Cys.)

15

Fill Area

(Sq. Ft.)

38

Fill Vol

(Cys.)

35

BEGIN INCIDENTAL

STA. 20+50.00 "PR-1"

BEGIN PROJECT

STA. 21+00.00 "PR-1"

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

11.2 10.4 11.2 10.4

CHECKED:CHECKED:

DESIGNED: DRAWN:

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

0

SCALE: 1"=5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

CROSS SECTIONS

1" = 5'

1" = 5'

ELECTRONIC

B-43590

RUSH 1

1802929

13 18

1802929

6390

LINE "PR-1"

21+50

900

905

910

915

920

925

900

905

910

915

920

925

05

10 15 20 25 30 35 4045

5055

60 65 7075

800-5

-10-15-20-25-30-35-40-45

-50-55

-60-65-70-75

-80

22+00

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

-80

22+50

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80

P.G

. 916.24

Pro. R/W

Pro. R/W

P.G

. 916.38

Pro. R/W

Pro. R/W

P.G

. 916.59

Pro. R/W

Pro. R/W

Cut Area

(Sq. Ft.)

15

Cut Vol

(Cys.)

29

Fill Area

(Sq. Ft.)

60

Fill Vol

(Cys.)

91

Cut Area

(Sq. Ft.)

17

Cut Vol

(Cys.)

29

Fill Area

(Sq. Ft.)

92

Fill Vol

(Cys.)

141

Cut Area

(Sq. Ft.)

19

Cut Vol

(Cys.)

33

Fill Area

(Sq. Ft.)

88

Fill Vol

(Cys.)

166

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

14.2 24.6 14.2 24.6

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

15.7 27.7 15.7 27.7

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

12.4 21.9 12.4 21.9

CHECKED:CHECKED:

DESIGNED: DRAWN:

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

0

SCALE: 1"=5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

CROSS SECTIONS

1" = 5'

1" = 5'

ELECTRONIC

B-43590

RUSH 1

1802929

14 18

1802929

6390

LINE "PR-1"

23+00

900

905

910

915

920

925

900

905

910

915

920

925

05

10 15 20 25 30 35 4045

5055

60 65 7075

800-5

-10-15-20-25-30-35-40-45

-50-55

-60-65-70-75

-80

23+22.2

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

-80

25+04

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80

P.G

. 916.79

Pro. R/W

Pro. R/W

P.G

. 916.88

Pro. R/W

Pro. R/W

P.G

. 916.78

Pro. R/W

Pro. R/W

Cut Area

(Sq. Ft.)

22

Cut Vol

(Cys.)

38

Fill Area

(Sq. Ft.)

53

Fill Vol

(Cys.)

129

Cut Area

(Sq. Ft.)

25

Cut Vol

(Cys.)

19

Fill Area

(Sq. Ft.)

52

Fill Vol

(Cys.)

43

Cut Area

(Sq. Ft.)

29

Cut Vol

(Cys.)

181

Fill Area

(Sq. Ft.)

41

Fill Vol

(Cys.)

312

℄ BENT NO. 1

STA. 23+49.00 "PR-1"

℄ BENT NO. 4

STA. 24+77.00 "PR-1"

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

17.8 31.0 17.8 31.0

BENCHING

Cut Area

(Sq. Ft.)

Cut Vol.

(Cys)

Fill Area

(Sq. Ft.)

Fill Vol.

(Cys)

18.3 14.6 18.3 14.6

Grade To Drain

(4.0% Typ.)

2

.

2

5

:

1

2

.

7

5

:

1

Place No Fill

Within Existing Ditch

Place No Fill

Within Existing Ditch

Grade To Drain

(4.0% Typ.)

Grade To Drain

(4.0% Typ.)

CHECKED:CHECKED:

DESIGNED: DRAWN:

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

0

SCALE: 1"=5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

CROSS SECTIONS

1" = 5'

1" = 5'

ELECTRONIC

B-43590

RUSH 1

1802929

15 18

1802929

6390

LINE "PR-1"

25+50

900

905

910

915

920

925

900

905

910

915

920

925

05

10 15 20 25 30 35 4045

5055

60 65 7075

800-5

-10-15-20-25-30-35-40-45

-50-55

-60-65-70-75

-80

25+92.6

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80

P.G

. 915.87

Pro. R/W

Pro. R/W

Cut Area

(Sq. Ft.)

31

Cut Vol

(Cys.)

51

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

35

Cut Area

(Sq. Ft.)

89

Cut Vol

(Cys.)

92

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

END PROJECT

STA. 25+92.61 "PR-1"

25+51.6

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

-80

Cut Area

(Sq. Ft.)

32

Cut Vol

(Cys.)

2

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

12" Mod. Class V Drive Req'd. @ Sta 25+51.6

Range Profile Along Centerline of Drive

P.G

. 915.85

P.G

. 915.50

8.26%

Grade To Drain

(4.0% Typ.)

Grade To Drain

(4.0% Typ.)

CHECKED:CHECKED:

DESIGNED: DRAWN:

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

0

SCALE: 1"=5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

CROSS SECTIONS

1" = 5'

1" = 5'

ELECTRONIC

B-43590

RUSH 1

1802929

16 18

1802929

6390

LINE "PR-1"

26+00

900

905

910

915

920

925

900

905

910

915

920

925

05

10 15 20 25 30 35 4045

5055

60 65 7075

800-5

-10-15-20-25-30-35-40-45

-50-55

-60-65-70-75

-80

26+25

900

905

910

915

920

925

900

905

910

915

920

925

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75800-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75

-80

P.G

. 915.45

App. Ex. R/W

App. Ex. R/W

Cut Area

(Sq. Ft.)

20

Cut Vol

(Cys.)

15

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

Cut Area

(Sq. Ft.)

0

Cut Vol

(Cys.)

9

Fill Area

(Sq. Ft.)

0

Fill Vol

(Cys.)

0

CHECKED:CHECKED:

DESIGNED: DRAWN:

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

0

SCALE: 1"=5'

CROSS SECTIONS

CUT FILL

℄

0

6070

5040302010 60 7050 40 30 20 106070

50403020100 60 7050 40 30 20 10

CROSS SECTIONS

M. MATEL

Q. O'BRIEN

L. KIRSCH

M. MATEL

CROSS SECTIONS

1" = 5'

1" = 5'

ELECTRONIC

B-43590

RUSH 1

1802929

17 18

1802929

6390

LINE "PR-1"

P.O.T. Sta. 150+31.89 "A"

P.O.T. Sta. 164+65.06 "A"

P.C. Sta. 153+81.51 "A"

P.C. Sta. 157+66.44 "A"

P.T. Sta. 155+36.68 "A"

P.T. Sta. 161+23.56 "A"

164+65

150+32

155+00

160+00

P.O.T. Sta. 10+00.00 "B"

P.O.T. Sta. 25+67.81 "B"

P.C. Sta. 17+59.97 "B"

P.T. Sta. 24+63.16 "B"

25+

68

10+

00

15+

00

20+

00

25+

00

P.O.T. Sta. 27+00.00 "PR-1"

P.C. Sta. 21+21.52 "PR-1"

P.T. Sta. 23+28.35 "PR-1"

P.I. Sta. 159+46.92 "A"

Δ = 20°27'41" Rt.

P.I. Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

P.I. Sta. 22+25.00 "PR-1"

Δ = 5°00'00" Lt.

P.O.C. Sta. 18+58.41 "B" =

P.O.T. Sta. 18+58.38 "PR-1"

BEGIN PROJECT

P.O.T. Sta. 21+00.00 "PR-1"

END PROJECT

P.O.T. Sta. 25+92.61 "PR-1" =

P.O.C. Sta. 156+76.16 "A"

CURVE DATA

P.I Sta. 21+14.17 "B"

Δ = 17°00'00" Lt.

R = 2370.00'

T = 354.20'

L = 703.19'

E = 26.32'

CURVE DATA

P.I Sta. 22+25.00 "PR-1"

Δ = 5°00'00" Lt.

R = 2370.00'

T = 103.48'

L = 206.82'

E = 2.26'

CURVE DATA

P.I Sta. 159+46.92 "A"

Δ = 20°27'41" Rt.

R = 1000.00'

T = 180.48'

L = 357.12'

E = 16.16'

CURVE DATA

P.I Sta. 154+60.08 "A"

Δ = 22°13'35" Lt.

R = 400.00'

T = 78.57'

L = 155.17'

E = 7.64'

LINE "B"

P.I. Sta. 154+60.08 "A"

Δ = 22°13'35" Lt.

P.O.T. Sta. 16+00.00 "PR-1" =

O.P.O.T. Sta. 16+00.00 "B",

2.26' Lt.

LIN

E "A"

LIN

E "A"

LINE "PR-1"

SCOTT T. & LISA K. REYNOLDS

TIMMY D. HICKERSON

RICHARD J. & LEE ANN VAUGHAN

MICHAEL RYAN WOMACK

C.R. W. 1100 N.

C.R. N

. 900 W

.

App. Section Line

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. ⅊

App. Section Line & ⅊

App. ⅊

A

p

p

.

⅊

App. ⅊

App. ⅊

SEC. 3, T.15N., R.8E.

RIPLEY TOWNSHIP

RUSH COUNTY

SEC. 10, T.15N., R.8E.

RIPLEY TOWNSHIP

RUSH COUNTY

SEC. 11, T.15N., R.8E.

RIPLEY TOWNSHIP

RUSH COUNTY

SEC. 2, T.15N., R.8E.

RIPLEY TOWNSHIP

RUSH COUNTY



S

ix

M

ile

C

re

e

k

CHECKED:

DESIGN ENGINEER

CHECKED:

DESIGNED:

FOR APPROVAL:

DRAWN:

RECOMMENDED

DATE

CONTRACT

VERTICAL SCALE

SURVEY BOOK

PROJECT

SHEET

DESIGNATION

OF

HORIZONTAL SCALE

BRIDGE FILE

BFS N

O.


INDIANA

M. MATEL

Q. O'BRIEN

A. BATH

M. MATEL

PLAT NO. 1

1" = 200'

N/A

ELECTRONIC

B-43590

RUSH 1

1802929

---- 18

1802929

6390.

See Detail "A"

Detail "A"

1" = 100'

LINE "B"

LINE "A"

LINE "PR-1"

TIMMY D. HICKERSON



Res. "A"

Res. "A"

Res. "A"

Res. "A"

Res. "A"

Res. "A"

R

/W

R/W

R/W

R/W

R

/

W

R/W

Temp. R/W

Temp. R/W

Temp. R/W

R

/

W

A.A.D.T. (2024) A.A.D.T. (2044) STRUCTURE INFORMATION ...

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Transcript of A.A.D.T. (2024) A.A.D.T. (2044) STRUCTURE INFORMATION ...