I-65 0501212 A.D.T. (2039) D.H.V. (2039) 50% 1 … 2 Appenddices... · STANDARD SPECIFICATIONS DATED 2016 TO BE ... Standard Specifications for Highway Bridges 17th Edition and all

Scale 1" = 5000'

PROJECT DESIGNATION

CONTRACT

INDIANA DEPARTMENT OF TRANSPORTATION DATE

DATE

PHONE NUMBER

FOR LETTING:

APPROVED

CERTIFIED BY:

PREPARED BY:

PLANS

PROJECT LOCATION SHOWN BY

LOCATION MAP

PROJECT

DESIGNATION

CONTRACT

of

SHEETSSURVEY BOOK

BRIDGE FILE

BRIDGE FILE

1625 N. Post RoadIndianapolis, Indiana 46219Phone: 317-895-2585Fax: 317-895-2596 Web: www.ucindy.com

UNITEDConsulting

[INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2016 TO BE

USED WITH THESE PLANS]

P.E.

CONST.

FOR SPANS OVER 20 FEET

INDIANA DEPARTMENT

OF TRANSPORTATION

INTERSTATE 65

ENOS ROAD, CR800N, REDDING ROAD, SR11, CENTERLINE ROAD, CR950 SOUTH, CR625 SOUTH

OVER I-65

BRIDGE REHABILITATION PLANS

PROJECT NO. 0501212

-

SEE GENERAL PLANR-28940

0501212

R-28940 0501212

-

SEE GENERAL PLAN

1 9

PROJECT NO. 0501212

R-28940

Part 13 of 14

UNITED CONSULTING 317-895-2585

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 27 CR625S\Title.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

JACKSON COUNTY

DESIGN DATA

TERRAIN

RURAL/URBAN

70 M.P.H.

TRUCKS

FUNCTIONAL CLASSIFICATION

DESIGN SPEED

DIRECTIONAL DISTRIBUTION

D.H.V. (2039)

A.D.T. (2039)

A.D.T. (2019)

TRAFFIC DATA*

PROJECT DESIGN CRITERIA

ACCESS CONTROL

38% A.A.D.T.

2,740 V.P.H.

31,320 V.P.D.

34,310 V.P.D.

I-65

PARTIAL RECONSTRUCTION 4R (FREEWAY)

INTERSTATE

RURAL

LEVEL

FULL

50%

29% D.H.V.

PROJECT LOCATION

I65-052-04254 B

PROJECT LOCATION

I65-052-05042 A

PROJECT LOCATION

I65-053-04650 A

PROJECT LOCATION

31A-36-04655 C

PROJECT LOCATION

I65-057-04657 A

PROJECT LOCATION

I65-058-04658 A

PROJECT LOCATION

I65-062-04659 A

*Traffic Data for Bridge over I-65 will be provided after the contract is awarded.

KIN DESIGNATION NUMBERS

DESIGNATION DESCRIPTION

1601732 & 1601733 I-65 OVER CSX RAILROAD

1592538 & 1592536

1592568 & 1592576

1592575 & 1592589

1592590 & 1592592

1592595 & 1592594

I-65 OVER MUTTON CREEK DITCH

I-65 OVER EAST FORK OF WHITE RIVER, OVERFLOW NO. 1

1592600 & 1592599



I-65 OVER L & I RAILROAD

I-65 OVER ABLE DITCH

I-65 OVER SMALLS CREEK

0501212 I-65 ROAD PLANS

I-65 OVER EAST FORK OF WHITE RIVER

0501212 I-65 TRAFFIC PLANS

PART

1

0501212 I-65 CROSS SECTIONS2

3

4

5

6

7

8

9

10

11

1601840 & 1601970

1601841 & 1601920

12

13 ENOS ROAD OVER I-651700256

CR 800 NORTH OVER I-651700257

REDDING ROAD OVER I-651700258

SR 11 OVER I-651700259

COUNTYLINE ROAD OVER I-651700260

CR 950 SOUTH OVER I-651700261

CR 625 SOUTH OVER I-651700262

13

13

13

13

13

13

14 I-65 OVER DENOIS CREEK1383528 & 1383529

Aggreagate for End

Bent Backfill

Dense Graded

Subbase

Epoxy Coated

Threaded Bar

8"

Variable Depth

Concrete Girder

Slab

Type 1A Joint

6" ∅ Drain Pipe

Reinforced Concrete

Bridge Approach Slab

1.50

4

1

Polychloroprene

Sheeting

SCALE: 3/4" = 1'-0"

SEMI-INTEGRAL DETAIL

4.00

0.502.25 1.25

℄ Bearing

℄ Bent

UTILITIES

REVISIONS

SHEET No. DATE REVISION

SHEET NO. DESCRIPTION

1 TITLE

2 INDEX

3 GENERAL PLAN - ENOS ROAD OVER I-65

4 GENERAL PLAN - CR800 N OVER I-65

5 GENERAL PLAN - REDDING ROAD OVER I-65

6 GENERAL PLAN - SR 11 OVER I-65

7 GENERAL PLAN - COUNTYLINE ROAD OVER I-65

8 GENERAL PLAN - CR950 S OVER I-65

9 GENERAL PLAN - CR650 S OVER I-65

INDEXGENERAL NOTES

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 27 CR625S\Index.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL

DESIGN ENGINEER DATE

SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

SEE GENERAL PLAN

-

-

R-28940

2 9

0501212

INDEX

INDIANA

DEPARTMENT OF TRANSPORTATION

1625 N. Post RoadIndianapolis, IN 46219Phone 317-895-2585Fax 317-895-2596www.ucindy.com

ConsultingUNITED

NOTE TO REVIEWER:

Layout and Substructure Detail sheets will be provided

after award of the contract. The proposed scope of

work has been identified on the General Plan sheet.

The overpass bridge will be closed to traffic. A detour

route will be prepared after award of the contract.

AutoCAD SHX Text

Call 811 or 800-382-5544

AutoCAD SHX Text

CALL TWO WORKING DAYS BEFORE YOU DIG

℄ Enos Road

Varies

2'-3" to 7'-0"

29'-6" Out to Out Coping

0'-3"

1'-9"12'-0"1'-0"

26'-0" Clear Roadway

1'-9"12'-0" 1'-0"

3 Spaces @ 8'-3" = 24'-9"2'-4 1/2"

Limits of

Surface

Seal

Limits of

Surface

Seal

2'-4 1/2"

Proposed Profile

Grade

2.0% Slope

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)2.0% Slope

Lane Lane

Partial and Full

Depth Patching at all

delaminated areas

65'-4" ℄ Brg. to ℄ Brg.37'-4" ℄ Brg to ℄ Brg.

20'-6"

Approach

26'-0" Clear Roadw

ay

29'-6" O

ut to O

ut Coping

12'-0" Lane

12'-0" Lane

Enos Road

℄ Pier No. 4

Sta. 108+65.33

℄ Bent No. 5

Sta. 109+03.16

℄ Pier No. 3

Sta.108+00.00

℄ Bent No. 1

Sta. 106+96.84

℄ Pier No. 2

Sta. 107+34.67

D

G

6 1/2"

Pvm't

Ledge

3'-0"

Berm

D

B C

B C

B C

B C

H

H

H

A

A

3'-0"

Berm

6 1/2"

Pvm't

Ledge

G

209'-0" Bridge Floor

65'-4" ℄ Brg. to ℄ Brg. 37'-4" ℄ Brg. to ℄ Brg.

20'-6"

Approach

E

E

E

E

F

F

A

A

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-052-04254 B

-

-

R-28940

3 9

0501212

GENERAL PLAN

ENOS ROAD OVER I-65

INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"

EXISTING TYPICAL SECTION

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 5A Enos\GP Str 5A Enos Rd.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

1'-10"

SCALE: 3/32" = 1'-0"

PLAN VIEW

1. Existing plans for this structure are on file in the records unit of

the Indiana Department of Transportation as Bridge File

I65-052-04254 A.

2. Where new work is to be fitted to old work, the Contractor shall

check all dimensions and conditions in the field and report any

discrepancies to the Engineer and assume responsibility for their

correctness and fit of the new part to the old.

3. Reinforcing steel covering shall be 2 1/2" in top and 1" min. in

bottom of floor slabs, and 2" in all other parts, unless noted.

4. Surface seal all exposed surfaces of approach slabs, face of deck

coping and outer 6" of the underside of deck.

5. Stations shown are from the existing plans on file. The stations

will be updated for the proposed alignment for Final Deign.

Surface mill the existing surface and perform hydro-demolition to

remove any unsound concrete.

All delaminated areas of the bridge deck shall be partial or full

depth patched.

Existing bridge railing and copings to remain shall be surface sealed.

Remove and replace the reinforced concrete approach slabs.

LEGEND

A

B

C

D

E

F

G

H

GENERAL NOTES

Patch piers, superstructure and undersides of deck as necessary to

repair all delamination and spalling.

Remove and replace existing overlay

Convert the existing end bents to semi integral end bents. Sawcut

the existing mudwall to the bridge seat and remove 5 feet of the

deck. Jack and support the beams to replace the existing bearings

(See sheet 2).

Place a variable depth latex modified or micro silica concrete deck

overlay

DESIGN DATA

Designed for HS-20-44 loading in accordance with 2002 AASHTO

Standard Specifications for Highway Bridges 17th Edition and all

Subsequent Interim Specifications.

ULTIMATE DESIGN STRESSES

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

Class "B" Concrete f'c = 3,000 p.s.i.

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

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

CONTINUOUS REINFORCED CONCRETE

GIRDER BRIDGE

4 SPANS: 37'-4", 65'-4", 65'-4", 37'-4"

26'-0" CLEAR ROADWAYS

SKEW: 0°

ENOS ROAD OVER I-65

℄ CR 800 N


0'-2"1'-0"

10'-0"

1'-6"


2'-3 1/2"

Limits of

Surface

Seal

1'-8"

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

Lane

12'-0"0'-2"

1'-0"1'-6"12'-0"

10'-0"

Lane

Limits of

Surface

Seal

8'-3"

4'-1 1/2"

2'-11" 5'-10" 4'-3"

6 1/2"

Partial and Full


delaminated areas

69'-0" ℄ Brg. ℄ Brg.38'-0" ℄ Brg. ℄ Brg.

20'-6"

Approach

20'-6"

Approach

24'-0" Clear Roadw

ay

29'-4" O

ut to O

ut Coping

2

0

°

0

0

'0

"

CR 800 N

℄ Pier No. 4

Sta. 15+69.80

Elev.=652.63

℄ Bent No. 5

Sta. 16+10.06

Elev.=652.26

℄ Pier No. 3

Sta. 5+00.00

Elev.=652.87

℄ Bent No. 1

Sta. 13+89.14

Elev.=652.26

℄ Pier No. 2

Sta. 14+30.20

Elev.=652.63

F

D

H

2

'

-

3

"

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

3

'

-

0

"

B

e

r

m

F

D

B C

B C

B C

B C

E

E

E

A

A

3

'

-

0

"

B

e

r

m

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

H

S

k

e

w

L

t

.

69'-0" ℄ Brg. ℄ Brg. 38'-0" ℄ Brg. ℄ Brg.


G

A

A

G

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-052-05042 A

-

-

R-28940

4 9

0501212

GENERAL PLAN

CR 800 NORTH OVER I-65

INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 8 CR800N\GP STR 8 CR800N.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

HALF SECTION THROUGH A & D HALF SECTION THROUGH B & C

SCALE: 3/32" = 1'-0"

PLAN VIEW



I65-052-05042.














depth patched.


overlay.





Transition mill approach pavement to accommodate change in profile

grade.

LEGEND

A

B

C

D

E

F

G

H

GENERAL NOTES

Remove existing bridge joint expansion material and replace with

structural expansion joint sealing system.

DESIGN DATA









Structural Steel ASTM A709 (Grade 50) fy = 50,000 p.s.i.

REINFORCED CONCRETE GIRDER

AND CONTINUOUS STEEL BEAM BRIDGE

4 SPANS: 38'-0", 69'-0", 69'-0", 38'-0"


SKEW: 20°00'00" LEFT

COUNTY ROAD 800 NORTH OVER I-65


℄ Redding Road


Limits of

Surface

Seal

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

12'-0" Lane3"

1'-0"1'-6"12'-0" Lane

Limits of

Surface

Seal

3" 1'-0" 1'-6"

Partial and Full


delaminated areas

Aluminum

Railing

Type 4

(Typ.)

Varies

2'-3" to 7'-0"

2'-4 1/2"3 Spaces @ 8'-3" = 24'-9"

2'-4 1/2"

20'-6"

Approach

20'-6"

Approach

24'-0" Clear Roadw

ay

29'-6" O

ut to O

ut Coping

12'-0" Lane

12'-0" Lane

6 1

/2"

Pvm

't

Ledge

℄ Bent No. 1

Sta. 18+93.75

Elev.=646.57

℄ Pier No. 2

Sta. 19+61.83

Elev.=646.83

℄ Pier No. 3

Sta. 19+97.66

Elev.=647.01

℄ Pier No. 4

Sta. 20+63.49

Elev.=646.83

℄ Bent No. 5

Sta. 21+01.57

Elev.=646.57

A

A

A

A

Redding Road

D

D

F

F

E

B CB C

H

H

5

°

2

1

'0

"

S

k

e

w

L

t

.

B C

B C

E

E

65'-10" ℄ Brg. to ℄ Brg.37'-7" ℄ Brg. to ℄ Brg.


65'-10" ℄ Brg. to ℄ Brg. 37'-7" ℄ Brg. to ℄ Brg.

GG

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-053-04650 A

-

-

R-28940

5 9

0501212

GENERAL PLAN


INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 9 Redding Road\GP STR 9 Redding Rd.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

SCALE: 3/32" = 1'-0"

PLAN VIEW



I65-053-04650.














depth patched.


overlay.





Convert the existing and bents to semi integral end bents. Sawcut the

existing mudwall to the bridge seat and remove 5 feet of the deck. Jack

and support the beams to replace the existing bearings (See Sheet 2).


grade.

LEGEND

A

B

C

D

E

F

G

H

GENERAL NOTES

DESIGN DATA









CONTINUOUS REINFORCED

CONCRETE GIRDER BRIDGE

4 SPANS: 37'-7", 65'-10", 65'-10", 37'-7"






℄ SR 11

12'-0" Lane12'-0" Lane

1'-6"

2"

2'-0"3'-0"

Shldr.

2'-9"

6"


12'-0" Lane 12'-0" Lane

1'-6"

2"

2'-0" 3'-0"

Shldr.

2'-9"

6"

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

Partial and Full


delaminated areas

Limits of

Surface

Seal

Limits of

Surface

Seal

8" Slab

1" Open Joint

3/16"/ft. 3/16"/ft.

4' Concrete Center

Curb Type "A"

Existing Steel Beam

W36x170 (Typ.)

I

-

6

5

S.R. 11

I

-

6

5

3

6

'-

0

"

2

9

'-

0

"

2

9

'-

0

"

3

6

'-

0

"

1" Open Joint

6

'-

0

"

6

'-

0

"

222'-2 3/4" Out to Out Bridge Floor

34'-9 5/8" 75'-6 1/4" 75'-6 1/4" 9 1/4"34'-9 5/8"9 1/4"

12°43'30"

Skew Rt.

4'-0"

24'-0"

3'-0"

24'-0"

3'-0"

℄ Bent No.

Sta. 270+59.66

Elev.=607.27

20'-6"

20'-6"

29'-0"

29'-0"

℄ Bent No. 2

Sta. 270+94.48

Elev.=607.40

℄ Bent No. 3

Sta. 271+70.00

Elev.=607.51

℄ Bent No. 4

Sta. 272+45.52

Elev.=607.40

℄ Bent No. 5

Sta. 272+80.34

Elev.=607.27

℄ Bent to ℄ Bent℄ Bent to ℄ Bent℄ Bent to ℄ Bent℄ Bent to ℄ Bent

G

B C

A

A

F

A

B C

B C

B C

B C

B C

B C

E

E

E

E

E

G

D

F

D

F

F

D

D

A

B C

A

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

31A-36-04655 C

-

-

R-28940

6 9

0501212

GENERAL PLAN

SR 11 OVER I-65

INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 18B SR11 over I-65\GP STR 18 SR11.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

GENERAL NOTES

1. Existing plans for this structure are on file in the records unit of the

Indiana Department of Transportation as Bridge File

31A-36-04655 B.

2. Where new work is to be fitted to old work, the Contractor shall check

all dimensions and conditions in the field and report any discrepancies

to the Engineer and assume responsibility for their correctness and fit

of the new part to the old.

3. Reinforcing steel covering shall be 2 1/2" in top and 1" min. in bottom

of floor slabs, and 2" in all other parts, unless noted.



5. Stations shown are from the existing plans on file. The stations will be

updated for the proposed alignment for Final Deign.




depth patched.


overlay.





Transition mill approach pavement to accommodate change in profile grade.

LEGEND

A

B

C

D

E

F

G

SCALE: 3/32" = 1'-0"

PLAN VIEW

DESIGN DATA









Structural Steel ASTM A709 (Grade 50) fy = 50,000 p.s.i.

CONTINUOUS STEEL

BEAM BRIDGE

4 SPANS: 34.82',

2 @ 75', 52, 34.82'


SKEW: 12°43'30" RIGHT

S.R. 11 OVER I-65


℄ Countyline Road


Limits of

Surface

Seal

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

12'-0" Lane3"

1'-0"1'-6"12'-0" Lane

Limits of

Surface

Seal

3" 1'-0" 1'-6"

Partial and Full


delaminated areas

Varies

2'-6" to 7'-0"

3 Spaces @ 8'-3" = 24'-9"2'-4 1/2" 2'-4 1/2"

70'-0" ℄ Brg. ℄ Brg. 70'-0" ℄ Brg. ℄ Brg.40'-0" ℄ Brg. ℄ Brg. 40'-0" ℄ Brg.℄ Brg.

20'-6"

Approach

20'-6"

Approach

2

1

°

0

8

'0

0

"

24'-0" Clear Roadw

ay

29'-6" O

ut to O

ut Coping

12'-0" Lane

12'-0" Lane

2

'

-

3

"

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

3

'

-

0

"

B

e

r

m

℄ Bent No. 1

Sta. 49+04.86

Elev.=610.46

℄ Pier No. 2

Sta. 49+45.20

Elev.=610.54

℄ Pier No. 3

Sta. 50+15.40

Elev.=610.66

℄ Pier No. 4

Sta. 50+85.40

Elev.=610.39

℄ Bent No. 5

Sta. 51+25.94

Elev.=609.97

A

A

A

A

Countyline Road

G

G

H

E

F

FF

B CB C

I

I

3

'

-

0

"

B

e

r

m

E

H

J

B C

B C

J

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-057-04657 A

-

-

R-28940

7 9

0501212

GENERAL PLAN


INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 23 Countyline Road\GP STR 23.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

SCALE: 3/32" = 1'-0"

PLAN VIEW

GENERAL NOTES



I65-057-04657.














depth patched.


overlay.







and support the beams to replace the existing bearings. (See Sheet 2).

Transition mill approach pavement to accommodate change in profile grade.

LEGEND

A

B

C

E

F

G

H

I

DESIGN DATA











4 SPANS: 40'-0",

2 @ 70'-0", 40'-0"




Repair slope erosion and install reinforced concrete slopewalls at bents.J


℄ CR950 South


Limits of

Surface

Seal

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

12'-0" Lane 12'-0" Lane

Limits of

Surface

Seal

1 1/2"

1'-0" 1'-6"

Partial and Full


delaminated areas

Varies

4'-10" to 7'-6"

1'-9 1/4"1'-8 1/2"

3 Spaces @ 8'-0" = 24'-0"

1'-9 1/4"1'-8 1/2"

1 1/2"

1'-0"1'-6"

1'-6"

68'-3" ℄ Brg. ℄ Brg. 68'-3" ℄ Brg. ℄ Brg.40'-0" ℄ Brg. ℄ Brg. 40'-0" ℄ Brg. ℄ Brg.

20'-6"

Approach

20'-6"

Approach

24'-0" Clear Roadw

ay

29'-3" O

ut to O

ut Coping

1

7

°

4

2

'3

0

"

12'-0" Lane

12'-0" Lane

CR 950 S

℄ Pier No. 4

Sta. 50+68.25

Elev.=615.44

℄ Bent No. 5

Sta. 51+08.82

Elev.=615.20

℄ Pier No. 3

P.O.T .Sta. 50+00

P.O.T. Sta. 2648+92.5 "A"

Elev.=615.60

℄ Bent No. 1

Sta. 48+91.18

Elev.=615.32

℄ Pier No. 2

Sta. 49+31.75

Elev.=615.46

H

I

2

'

-

3

"

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

3

'

-

0

"

B

e

r

m

G

E

B C

B C

B C

B C

F

F

F

A

A

3

'

-

0

"

B

e

r

m

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

I

E

H

A

A

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-058-04658 A

-

-

R-28940

8 9

0501212

GENERAL PLAN

CR950 SOUTH OVER I-65

INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 24 CR450S\GP STR 24 CR950S.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

SCALE: 3/32" = 1'-0"

PLAN VIEW

GENERAL NOTES



I65-058-04658.














depth patched.


overlay.







and support the beams to replace the existing bearings (See Sheet 2).


grade.

LEGEND

A

B

C

E

F

G

H

I

DESIGN DATA











4 SPANS: 40'-0",

2 @ 68'-3", 40'-0"

24'-0" CLEAR ROADWAY




℄ CR625 South


Limits of

Surface

Seal

Proposed Profile

Grade

Variable Depth

Latex Modified

or Microsilica

Concrete Overlay

(1 1/2" Min.)

12'-0" Lane 12'-0" Lane

Limits of

Surface

Seal

1 1/2"

1'-0" 1'-6"

Partial and Full


delaminated areas

Varies

5'-0" to 7'-9"

1'-9 1/4"1'-8 1/2"

3 Spaces @ 8'-0" = 24'-0"

1'-9 1/4"1'-8 1/2"

1 1/2"

1'-0"1'-6"

1'-6"

75'-0" ℄ Brg. 75'-0" ℄ Brg.

20'-6"

Approach

43'-6" ℄ Brg. 43'-6" ℄ Brg.

Approach

20'-6"

2

9

°

2

7

'3

0

"

24'-0" Clear Roadw

ay

29'-3" O

ut to O

ut Coping

12'-0" Lane

12'-0" Lane

2

'

-

3

"

6

1

/

2

"

P

v

m

'

t

L

e

d

g

e

3

'

-

0

"

B

e

r

m

℄ Bent No. 1

Sta. 49+12.28

Elev.=641.32

℄ Pier No. 2

Sta. 49+56.40

Elev.=641.59

℄ Pier No. 3

Sta. 50+31.40 "L-S-A"

Sta. 2840+50.00 "A"

Elev.=641.51

℄ Pier No. 4

Sta. 51+06.40

Elev.=640.78

℄ Bent No. 5

Sta. 51+50.52

Elev.=640.04

A

A

A

A

CR 625 S

G

G

E

E

F

FF

B CB C

I

I

3

'

-

0

"

B

e

r

m

H

H

B C

B C

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

CJD DJZ

BSF CJD

AS SHOWN

AS SHOWN

I65-062-04659 A

-

-

R-28940

9 9

0501212

GENERAL PLAN


INDIANA



ConsultingUNITED

SCALE: 3/8" = 1'-0"


File Name: P:\C3D\MK16-465\Bridge\Bridge Str 27 CR625S\GP STR 27 CR625S.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Limits of Removal

GENERAL NOTES



I65-062-04659.











SCALE: 3/32" = 1'-0"

PLAN VIEW




depth patched.


overlay.







and support the beams to replace the existing bearings. (See Sheet 2).


grade.

LEGEND

A

B

C

E

F

G

H

I

DESIGN DATA











4 SPANS: 43'-6",

2 @ 73'-0", 43'-6"'




Documents

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