project design criteria functional classification … preliminary plans.pdf · 2020. 10. 5. ·...

BRIDGE PRESERVATION PLANS

PROJECT NO.

TRAFFIC DATAA.A.D.T.A.A.D.T.D.H.V.DIRECTIONAL DISTRIBUTION

DESIGN SPEED

PROJECT DESIGN CRITERIA

TRUCKS

V.P.D.V.P.D.V.P.H.

% A.A.D.T.

45 MPH

% D.H.V.

FUNCTIONAL CLASSIFICATIONRURAL/URBAN

DESIGN DATA

%

PROJECT LOCATION SHOWN BY

TERRAINACCESS CONTROL

LOCATION MAP

SCALE 1" = 2000'

404509

4745.5

2123

3R (Non-Freeway)Major Collector

RuralLevelNone

(2022)(2042)(2042)

FOR SPANS OVER 20 FEET

STR. NO. 062-69-05860 B

BRIDGE LENGTH = 0.038 mi.

ROAD LENGTH = 0.001 mi.

TOTAL LENGTH = 0.039 mi.

MAX. GRADE = +1.19%

ROUTE: SR 62

INDIANA DEPARTMENT

OF TRANSPORTATION

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2020

TO BE USED WITH THESE PLANS

USI Consultants, Inc.317-544-4996

INDIANA DEPARTMENT OF TRANSPORTATION DATE

DATE

PHONE NUMBER

FOR LETTING:APPROVED

CERTIFIED BY:

PREPARED BY:PLANS

PROJECT NO.

DESIGNATION NO.

CONTRACTof

SHEETS

B-40434

1700185

1 12

17001858415 East 56th Street

Indianapolis, Indiana 46216

CONTRACT

DESIGNATION NO.PROJECT1700185

B-40434

1700185

SPAN AND SKEW OVERTYPESTRUCTURE

062-69-05860 B

3 Spans: 66'-9", 67'-6", 66'-9",

Square

Laughery CreekContinuous Steel

Beam Bridge

BRIDGE FILE062-69-05860 B

STRUCTURE INFORMATION

1700185 P.E.

AT: 219+21

1700185 R/W

HUC: 05090203070030

LATITUDE: 38°58'20.53" N. LONGITUDE: 85°09'11.19" W.

SUPERSTRUCTURE REPLACEMENT ON S.R. 62 OVER LAUGHERY CREEK. THE PROJECT IS LOCATED 3.91

MILES EAST OF SR 129, IN SECTION 14, T-6-N, R-12-E, RIPLEY COUNTY, INDIANA.

POSTED SPEED

R. 12 E.

T. 6 N.

BRIDGE FILE062-69-05860B

S Friendship RD

L

a

u

g

h

e

r

y

C

r

.

SR 62

RIPLEY COUNTY

45 MPH

PRELIMINARY PLANS 9-19-19

1700185 CONST.

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Electric: Southeastern Indiana REMC

P.O. Box 196

Osgod, IN 47307

PH.: 812-689-4111

FAX:812-689-6987

Contact: Larry Deamron

[email protected]

Telephone: Southeastern Indiana Rural Telephone Cooperative, Inc

PO Box 7

Dillsboro, IN 47018

PH.: 812-667-5100 ext228

FAX:812-667-8888

Contact: Randy Scudder

[email protected]

Water: Canaan Utilities Corporation

PO BOX 13, 8990 N Canaan Main St.

Canaan, IN 47224

PH:812-839-4000

FAX:812-839-3589

Contact: Kim Partin

[email protected]

R E V I S I O N S

SHEET N0. REVISED

SHEET N0.

SUBJECT

U T I L I T I E SI N D E X

INDEX SHEET

TITLE SHEET1

2

DATE

GENERAL PLAN - EXISTING10

GENERAL PLAN - PROPOSED11

BRIDGE SUMMARY12

MAINTENANCE OF TRAFFIC3-6

Water: Aberdeen-Pate Water Co. Inc.

6124 Hartford Ridge Rd.

Aurora, IN 47001

PH.: 812-438-3428

FAX:812-438-2295

Contact: Doug Henry

[email protected]

BRIDGE LAYOUT9

LOCATION CONTROL ROUTE SURVEY7-8

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

2 12

1700185

NONE

NONE

INDIANA

DEPARTMENT OF TRANSPORTATION

INDEX SHEET

MKT

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es 1700185\Plans\Bridge Plans\2018-109 Index.dw

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S.R

. 62

S. CAVE H

ILL RO

AD

S.R. 62

FRIENDSHIP VOLUNTEER

FIRE DEPARTMENT

panelStyle:R11-2.ssipanelName:R11-2panelQuantity:1panelStation:panelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

panelStyle:R-24X36.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

panelStyle:warning.ssipanelName:W3-3panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:BIKE:18x18,MIN.:30x30,STD.:36x36,SPCL.:48x48panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

panelStyle:W-48X48 ORANGE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

panelStyle:W-36X36 ORANGE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1


panelStyle:construction_guide.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:0|0|0panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

panelStyle:W-36-18 ORANGE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

200'

260'100'


200'


200'

panelStyle:warning.ssipanelName:W13-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:18x18,SPCL.:24x24panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1





panelStyle:R-24X36.ssipanelName:name panelQuantity:1panelStation:none panelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1 marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18 panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

200'

200'

200'

R10-6

W3-3

W20-4

W13-1(20)

XW20-1a

W3-3

R10-6

W3-3

W20-4

W13-1(20)

XW20-1a

W3-3

Road Closure

Sign Assembly

R11-2

Type III-B

Barricade

100'


W3-3



W20-4

W13-1(20)


XW20-1a

200'


W3-3

S.R. 62

50'


XG20-2

XG20-2

XW2-6


XW2-6


XW2-6

1 2

2

1

3

3

3

4

6:1 Flare Rate

5:1 Flare

Rate

200'

200'

200'

200'

200'


R10-6R10-11a

Access to drive is not

required during construction



PHASE 1 MOT SECTION

Scale:

3

8

" = 1'-0"

1'-0"12'-0" Lane

Existing

Railing

(typ.)

1.5% Slope

18'-1

1

4

"

1'-3"1'-3"2'-0"

7

1

4

"

1'-6"

16'-0"

1'-11

7

8

"

2.0% Slope

8"

New Concrete Bridge

Railing "FC" (typ.)

1'-6"1'-9"

3 Spa. @ 4'-3'' = 12'-9" (Beam Spacing)

Existing 33'' Adjacent

Box Beams

℄ Line "B"

3'-0"

6"

3

4

''∅ Half Round

Drip Bead

14'-6"

Temporary Concrete

Barrier, Type 2, Anchored

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CONSTRUCTION ZONE DESIGN SPEED: 20 MPH

Temporary Pavement Marking, Removable, 4", Solid White

Temporary Pavement Marking, Removable, 4" , Solid Yellow

Lane Line Removal

Construction Sign

Standard Drum

Phase Construction

Indicates Traffic Flow

Type III-B Barricade

LEGEND

1

2

3

Temp. Concrete Barrier, Type 2, Anchored

4

Temporary Transverse Pavement Marking, Removable, 24" , Solid White

Temporary Automatic Traffic Signal Head (on Span)

with 2 Temporary Energy Absorbing Terminals, CZ

Temporary Energy Absorbing Terminal, CZ

Temporary Automatic Traffic Signal

Dynamic Message Sign

Temporary Detector Loop

PHASE 1 CONSTRUCTION SEQUENCE

1. Install temporary signals as shown on plans, and close existing drive

3. Place temporary traffic barrier as shown on plan, using eastbound lane

2. Activate temporary signals. Remove existing Stop Sign.

All temporary signal equipment to remain the property of the contractor.

Temporary wood poles or Portable trailers to be placed in locations to avoid

conflict with construction of bridge.

Contractor shall furnish poles at 180' maximum spacing to reach service point

from controller. Location of controller may be changed if other service points are

more accessible.

Cost of all equipment, materials & labor needed to install, operate and remove

temporary traffic signal system shall be included in the pay item "Temporary

Traffic Signal".

Temporary signal equipment may be new or used. If signal equipment is used,

it must be in proper operating condition and meet approval of

the Engineer.

SIGNALIZATION NOTES:

for eastbound and westbound traffic. Commence Phase 1 construction.

as indicated on plans.

Notes: 1. Access to all drives to be maintained during all phases of

construction except as noted.

2. Existing conflicting pavement markings to be removed within

project limits.

SIGNAL PHASE DIAGRAM

1 2 3 4

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

3 12

1700185

1"=30'

NA

INDIANA


MAINTENANCE OF TRAFFC

PHASE 1

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S. CAVE H

ILL RO

AD

S.R. 62

FRIENDSHIP VOLUNTEER

FIRE DEPARTMENT


260'


200'


200'





panelStyle:R-24X36.ssipanelName:name panelQuantity:1panelStation:none panelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1 marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18 panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

R10-6

W3-3

W20-4

W13-1(20)

XW20-1a

W3-3


W3-3



W20-4

W13-1(20)


XW20-1a

200'


W3-3

S.R. 62


XG20-2

XG20-2


XW2-6


XW2-6

2

2

2

3

3

4

10:1 Flare Rate

200'

200'

200'

200'

200'


R10-6R10-11a




panelStyle:W-36X36 ORANGE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:0panelHeightLock:0marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1



200'


200'

200'

R10-6

W3-3

W20-4

W13-1(20)

XW20-1a

W3-3

XW2-6

3

100'100'

Type III-B

Barricade

1

1





1'-6"

1'-0" 10'-0" Lane 1'-0" 2'-0" 6"

16'-0"-Phase 1 Construction

14'-6"

℄ Line "B"

Profile

Grade

6"

Concrete Bridge

Railing "FC" (typ.)

W24 x 176

Steel Beam (typ.)

1'-6"15'-0"5'-0"

21'-6"-Phase 2 Construction

1'-9"

4 Spaces @ 4'-3''=17'-0" (Beam Spacing)

2'-9"

Temporary Concrete

Barrier, Type 2, Anchored

Type "A" Constr. Joint

3

4

''∅ Half Round

Drip Bead

PHASE 2 MOT SECTION

Scale:

3

8

" = 1'-0"

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CONSTRUCTION ZONE DESIGN SPEED: 20 MPH

Temporary Pavement Marking, Removable, 4", Solid White

Temporary Pavement Marking, Removable, 4" , Solid Yellow

Lane Line Removal

Construction Sign

Standard Drum

Phase Construction

Indicates Traffic Flow

Type III-B Barricade

LEGEND

1

2

3

Temp. Concrete Barrier, Type 2, Anchored

4

Temporary Transverse Pavement Marking, Removable, 24" , Solid White

Temporary Automatic Traffic Signal Head (on Span)

with 2 Temporary Energy Absorbing Terminals, CZ

Temporary Energy Absorbing Terminal, CZ

Temporary Automatic Traffic Signal

Dynamic Message Sign

Temporary Detector Loop

PHASE 2 CONSTRUCTION SEQUENCE

1. Move temporary traffic barrier as shown on plans utilizing flaggers

2. Commence Phase 2 Construction

SIGNALIZATION NOTES:

as necessary.

Notes: 1. Access to all drives to be maintained during all phases of

construction except as noted.

2. Existing conflicting pavement markings to be removed within

project limits.

SIGNAL PHASE DIAGRAM

3. Preform HMA Milling and placing HMA Overlay as shown on plans utilizing

flaggers as necessary.

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

4 12

1700185

1"=30'

NA

INDIANA


MAINTENANCE OF TRAFFIC

PHASE 2

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All temporary signal equipment to remain the property of the contractor.

Temporary wood poles or Portable trailers to be placed in locations to avoid

conflict with construction of bridge.

Contractor shall furnish poles at 180' maximum spacing to reach service point

from controller. Location of controller may be changed if other service points are

more accessible.

Cost of all equipment, materials & labor needed to install, operate and remove

temporary traffic signal system shall be included in the pay item "Temporary

Traffic Signal".

Temporary signal equipment may be new or used. If signal equipment is used,

it must be in proper operating condition and meet approval of

the Engineer.

S:\2018Proj\2018-109 BR SR 62 D


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Closure

R11-2

DESCRIPTION

SIZE TYPE

48" X 30" 3

NO.

Assembly

Road

R10-11a

R10-6

W3-3

W13-1(20)

XW20-1a

XW2-6

XG20-2

XW20-4

NAME

W1-4(R)

W1-4(L)x

x

x

x

x

x

x

x

x

x

36" X 36"

36" X 36"

36" X 36"

36" X 36"

36" X 36"

36" X 18"

24" X 36"

60" X 36"

24" X 36"

A

A

A

A

A

B

B

B

A

B24" X 24"

A

3

Construction Sign, Type "A"

Construction Sign, Type "B"

MAINTENANCE OF TRAFFIC QUANTITIES-PHASE 1

x each

x each

Barricade, Type III-B xx lft.

Line, Removal xx lft.

Temporary Concrete Barrier, Type 2, Anchored xx lft.

Construction Sign, Type "C" x each

Road Closure Sign Assemblyx each

Temporary Transverse Pavement Marking, Removable, 24", Solid, White xx lft.

xx lft.

Temporary Traffic Signal with Detectors 1 LSUM

Maintaining Traffic

Temporary Pavement Marking, Removable, 4", Solid, White

xx lft.Temporary Pavement Marking, Removable, 4", Solid, Yellow

1 LSUM

2-XW20-6 "Lane Restrictions" Signs to be placed at

site a minimum of 14 days prior to Phase 1 & Phase 2

commencement. (2-Type "A" Signs req'd.)

Dynamic Message Signx each

Construction Sign, Type "A"

Construction Sign, Type "B"

MAINTENANCE OF TRAFFIC QUANTITIES-PHASE 2

x each

x each

Barricade, Type III-B xx lft.

Line, Removal xx lft.

Temporary Concrete Barrier, Type 2, Anchored xx lft.

Construction Sign, Type "C" x each

Road Closure Sign Assemblyx each

Temporary Transverse Pavement Marking, Removable, 24", Solid, White xx lft.

xx lft.

Temporary Traffic Signal with Detectors 1 LSUM

Maintaining Traffic

Temporary Pavement Marking, Removable, 4", Solid, White

xx lft.Temporary Pavement Marking, Removable, 4", Solid, Yellow

1 LSUM

Dynamic Message Signx each

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

5 12

1700185

NONE

NONE

INDIANA



QUANTITY SCHEDULE

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version:1

3

2

1

3

5

4

4

4

5

3

3

3

3

3

3

3

3

3

6

3

6

3

2

7

PROJECT LOCATION

3

3

3

VERSAILLES

U

S

5

0

U

S

5

0

S

R

1

2

9

SR 129

SR 62

S

R

6

2

SR 62

S

R

6

2

SR 62/SR 129

4

C

O

N

S

T

R

U

C

T

I

O

N

N

O

T

F

O

R

Construction Sign

LEGEND


panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

panelStyle:regulatory.ssipanelName:M6-3panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:21x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

2

3

panelStyle:regulatory.ssipanelName:M5-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:21x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

LEGEND DESCRIPTION SIZE TYPE NO.

panelStyle:construction_guide.ssi panelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15 panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

4

panelStyle:regulatory.ssipanelName:M6-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:STD.:21x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

panelStyle:construction_guide.ssipanelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

5

Detour

Route

Assembly

Detour

Route

Assembly

Detour

Route

Assembly


panelStyle:construction_guide.ssi panelName:M4-8panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15 panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

6

Detour

Route

Assembly

panelStyle:G-24x12 WHITE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1

A

24" X 12"

48" X 48"

16

4

2

2

2

21" X 15"

24" X 12"

XW20-2

XM4-8

M6-3

M3-1 or M3-3

XM4-6

XM4-8

XM4-8

XM4-8

M1-5 (S.R. 62)

M5-1 (L or R) or M6-3

M5-1 (L or R)

M6-1 (L or R)

M3-1 or M3-3

M3-1 or M3-3

21" X 15"

24" X 12"

24" X 12"

21" X 15"

24" X 12"

24" X 12"

21" X 15"

24" X 12"

24" X 12"


24" X 24"

M1-5 (S.R. 62)

24" X 24"

M1-5 (S.R. 62)

24" X 24"

M1-5 (S.R. 337)

24" X 24"

GS43:1panelStyle:regulatory.ssipanelName:M3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

GS43:1panelStyle:regulatory.ssi panelName:M3-4panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15 panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1


GS43:1panelStyle:regulatory.ssi panelName:M3-4panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15 panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1


GS43:1panelStyle:regulatory.ssipanelName:M3-4panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x12,STD.:24x12,SPCL.:30x15 panelStandard:0levels:GSCOLORFILL|GSBWFILL|GSOUTLINE version:1


A48" X 48" 2R14-1

panelStyle:G-24x12 WHITE.ssipanelName:namepanelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:1levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:1

M4-4(S)

24" X 12"


M4-4(S)

24" X 12"


M4-4(S)

24" X 12"

1

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

6 12

1700185

1"=4000'

NA

INDIANA



TRUCK DETOUR

MKT

MJH

DWB

MJH

panelStyle:construction_guide.ssipanelName:XG20-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

60" X 36"XW20-2 (4 Miles)

A 1

7

panelStyle:construction_guide.ssipanelName:XG20-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:1panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:6heightRounding:6panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000

60" X 36"XW20-2 (8 Miles)

A 1

S:\2018Proj\2018-109 BR SR 62 D


OT-Truck Route.dw

g, M

OT-Truck Route, 9/17/2019 10:38:38 AM

7 12

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 Route Survey Plat.dw

g, Route Survey 1, 9/16/2019 4:56:00 PM

8 12

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 Route Survey Plat.dw

g, Route Survey 2, 9/16/2019 4:56:34 PM

Northeast Quarter

Section 14, T6N, R12E

Brown Township

Ripley County

Northeast Quarter


Brown Township

Ripley County

Northeast Quarter


Brown Township

Ripley County

Southeast Quarter


Brown Township

Ripley County

Asph.

Grass

Woods

Grass

Stone & Conc.Riprap Under

Bridge

Grav

el

48" Farm Field Fence

Asph.

CrushedStone

Asph.

Asph.

Asph.

Woods

Grass

Grass

GrassGrass

Woods

72"

Farm

Fiel

d Fen

ce

Grass

Grass

#69991 StoryWood Frame

1 Story WoodFrame Garage

48" Wood FenceS.R

. 62

S

. C

A

V

E

H

IL

L

R

O

A

D

S.R. 62

Grass

Woo

ds

4in. Steel Tube Gate

Grass

Grass

Woods

Woods

Lot 1

Lot 2

Lot 3

Steinbruger SubdivisionDeed Book 126 Page 277

Old Bent

Woods

MICHAEL W. SMITH

GARY & NONA MINCHER

DANIEL H.&

CAROL S. FISCHER

FRIENDSHIPVOLUNTEER

FIRE DEPARTMENT

CAREN BOUGHER,CHERYL BURNELL

&CARL BURNELL

GARY, TODD ANDSCOTT STUTLER

Crushed Stone

Grass

Asph.

Woods

Woo

ds

46+

75

50+00

47+

00

48+

00

49+00 51+00 52+00

53+

00

N79°3

6'1

3.9

"E

N76°56'13.9"E

S14°17'04.3"E

A

p

p

.

⅊

A

p

p

.

⅊

App. ⅊

App. ⅊

S

e

c

t

io

n

L

in

e

S

e

c

t

io

n

L

in

e

A

p

p

.

⅊

App. ⅊

Ex. R

/W

Ex. R

/W

Ex. R/W

Ex. R/W

Ex. R/W

Ex. R/W

Ex. R/W

E

x

.

R

/

W

A

p

p

. ⅊

A

p

p

. ⅊

App. ⅊

A

p

p

.

⅊

Line "B

"

Line "B"

6

2

0

610

6

2

0

6

2

5

620

610

6

1

0

6

0

9

609

6

2

5

6

2

5

6

2

5

6

2

5

625

6

2

5

6

2

5

6

2

3

621

624

6

2

7

6

2

7

6

2

8

6

1

1

6

1

2

6

1

3

App. ⅊

App. ⅊

App. ⅊

Ex. R/W

LAU

GH

ERY

CREEK

END CONSTRUCTION

STA. 51+93.00 "B"

END PROJECT

STA. 51+36.75 "B"

BEGIN PROJECT

STA. 48+83.25 "B"

BEGIN INCIDENTAL CONSTRUCTION

STA. 48+20.00 "B"

P.I. 48+80.00 "B"

Δ = 2°40'00.0" Lt.

(No Curve)

N 144471.4011

E 829023.7233

P.I. 52+15.86 "B"

Δ = 88°46'41.8" Rt.

(No Curve)

N 144547.3122

E 829350.8931

P.O.T. 46+75.00 "B"

N 144434.4082

E 828822.0887

LAU

GH

ERY

CREEK

℄ Structure

Sta. 50+10.00 "B"

Square

+36, Mod. Class V Drive

W=12', L=16', R=15', 15'

+47, Mod. Class II Drive

W=18', L=49', R=18', 20'

+15.00

40.00'

+15.00

25.00'

+50.00'

80.00'

52+02.82

EX. R/W(70.00')

Ex. R/W(+96.84)

45.00'

R/W

R/W

R/W

Constr. Limits

Constr. Limits

Constr. Limits

Constr. Limits

+72, Str. No. 10

15 Lft. of Pipe Type 1, Deformed,

Min. Area= 60.0 Sft.

(Field Verify Pipe Type and Size)

+50.00

70.00'

+05.00

R/W(70.00')

+50.00

R/W(70.00')

+85.00

45.00'

+75.00

90.00'

+05.00

90.00'

+30.00

45.00'

R

/

W

R

/

W

R

/

W

90' R/W

70' R/W

45' R/W

605

610

615

620

625

630

635

640

645

605

610

615

620

625

630

635

640

645

47+00

627.7

627.5

627.6

48+00

627.8

628.5

629.5

630.1

49+00

630.5

623.4

618.4

613.8

50+00

611.5

610.6

612.1

617.1

51+00

624.7

630.5

630.2

629.7

52+00

628.5

628.0

628.2

627.7

53+00

627.2

626.8

626.7

626.6

54+00

626.5

Existing Ground

+1.1

9%

-1.1

1%

+1.1

9%

-1.1

1%

PVI STA = 50+10

ELEV = 631.75

VC = 250'

BEGIN INCIDENTAL CONSTRUCTION

48+20.00 "B"

ELEV. 628.36

BEGIN PROJECT

48+83.25 "B"

ELEV. 630.24

END PROJECT

51+36.75 "B"

ELEV. 630.34

END INCIDENTAL CONSTRUCTION

51+93.00 "B"

ELEV. 628.71

STRUCTURE LIMITS

HMA Milling and Overlay HMA Milling and Overlay

Proposed Profile

Grade

Proposed Bent Cap

(typ.)

Existing "H" Piles (typ.)

Existing Wall Pier to

be Widened (typ.)

Proposed Pier Cap

(typ.)

Clearing Elev.

615.00' (typ.)

24" Class I Riprap over

Geotextiles for Riprap

Type 1A, Slpoe 2:1 (typ.)

Hatched area indicates xx Cys. of Aggregate

for End Bent Backfill and xx Sys. of Geotextiles

for Underdrain Type 2A req'd.

Hatched area indicates xx Cys. of Aggregate

for End Bent Backfill and xx Sys. of Geotextiles

for Underdrain Type 2A req'd.

6"∅ End Bent Drain Pipe (typ.)

3' x 3' Riprap Key (typ.)

Flowline Water

Elev. 610.3'

Q100 Elev.

628.13'

+08.75

+11.25

C

O

N

S

T

R

U

C

T

I

O

N

N

O

T

F

O

R

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

9 12

1700185

1"=30'

1"=5'

INDIANA


BRIDGE LAYOUT

MKT

MJH

DWB

MJH

49+

00

48+

00

47+

00

50+

00

51+

00

52+

00

BENCHMARK INFO

TBM#1- CUT "X" IN NW BONNET BOLT OF FIRE HYDRANT THAT IS

125' E OF CAVE HILL DR AND 55' N OF S.R. 62 W EXTENDED. ON FIRE

DEPARTMENT PROPERTY. N:144619.3, E:829464.9, ELEV.:634.5426'

TBM#2- RAILROAD SPIKE IN E FACE OF POWER POLE NUMBER

LC-106W-50. 205' S OF CL S.R. 62 BRIDGE OVER LAUGHERY CREEK

AND 17' W OF CL S.R. 6 . N:144336.2, E:829385.7, ELEV.:626.4138'

TBM#3- CHISELED SQUARE IN NE CORNER OF SOUTH HEADWALL FOR

CULVERT CROSSING S.R. 62. 325' WEST OF WEST EDGE OF S.R. 62

BRIDGE OVER LAUGHERY CREEK AND 13' SOUTH OF CL OF S.R. 62.

5736 HOUSE NUMBER. JUST WEST OF ENTRY DRIVE TO EASTER RISING

FARM, N:144403.6, E:828727.8, ELEV.:630.6779'

O.P.O.T. 48+98.45, 18.65'Rt., Line "B"

144457.4049

829045.9144

104

EAST:

NORTH:

O.P.O.T. 51+12.27, 26.87' Rt., Line "B"

144497.7240

829256.0570

102

EAST:

NORTH:

O.P.O.T. 48+93.06, 19.39' Lt., Line "B"

144493.2366

829032.0626

101

EAST:

NORTH:

O.P.O.T. 52+32.89, 626.70' Rt., Line "B"

144399.7160

828735.3660

100

EAST:

NORTH:

#5 Rebar W/ USI

Consultants Cap

1

5

.

4

9

'

3

5

2

°

S

.

R

.

6

2

N.O.R.A.

5

0

.

6

6

'

2

5

5

°

7

.

1

8

'

1

0

1

°

5

.7

1

'

1

6

9

°

4

3

.0

3

' 0

9

5

°

1

0

.

1

9

'

0

3

7

°

9

.

0

1

'

0

5

3

°

57.6

8' 264°

5

1

.

1

9

'

2

5

1

°

"Bridge"

Sign

"Speed Limit 45

" Sign

Edge of

Pavement

S

.

R

.

6

2

#5 Rebar W/ USI

Consultants Cap

E. End of

Aluminum

Guardrail

"Old Mill

Campground"

Sign

#5 Rebar W/ USI

Consultants Cap

S

.

R

.

6

2

"Bridge"

Sign

"M.M.219"

Sign

West End

Farm Field

Fence

#5 Rebar W/

USI

Consultants

Cap

S

.

R

.

6

2

Edge of

Pavement

24.42'142°

East End

Farm Field

Fence

1

0

.9

5

' 3

3

1

°

2

3

.

6

6

'

3

2

7

°

SW Cor. of Conc.

Retaining Wall

SW Cor.

of Bridge

Abutment

HYDRAULIC DATA

PROPOSED STRUCTURE

Q100 Headwater Elevation:

Backwater:

Velocity At Q100:

Gross Waterway Opening Req'd.

Below Q100 Elevation (Str.):

Road Overflow Waterway Area:

Low Structure Elevation:

Skew:

=630.86 ft.

= 2.08 ft.

= 12.49 ft./sec.

= 1,793.56 sq. ft.

= 1,403.47 sq. ft.

= 627.31'

= 0 degrees

LOW FLOW SCOUR

Contraction Scour Depth:

Pier Scour Depth:

Total Scour Depth:

Low Scour Elevation:

Max. Velocity:

Q100 SCOUR

Q100 Contraction Scour:

Q100 Pier Scour Depth:

Q100 Total Scour Depth:

Q100 Low Scour Elevation:

Max. Velocity @ Q100:

Q500 SCOUR

Q500 Contraction Scour:

Q500 Pier Scour Depth:

Q500 Total Scour Depth:

Q500 Low Scour Elevation:

Max. Velocity @ Q500:

= 6.49 ft.

= 4.80 ft.

= 11.29 ft.

= 598.94 ft.

= 14.60 ft./sec.

= 4.99 ft.

= 4.80 ft.

= 9.79 ft.

= 600.44 ft.

= 15.98 ft./sec.

= 10.63 ft.

= 4.80 ft.

= 15.43 ft.

= 594.80 ft.

= 16.76 ft./sec.

EXISTING STRUCTURE

Q100 Headwall Elevation:

Existing Backwater:

Velocity @ Q100

Existing Waterway Opening below

Q100 Elevation (Str.):

Existing Road Overflow Waterway Area:

Existing Low Structure Elevation:

Skew:

= 631.33 ft.

= 2.55 ft.

= 11.90 ft./s.

= 1,748.38 sq. ft.

= 1,570.46 sq. ft.

= 627.31 ft.

= 0 degrees

SITE DATA:

Drainage Area:

Q100 Discharge:

Q500 Discharge:

Q100 Elevation:

= 200 sq. mile

= 33,800 cfs

= 47,320 cfs

= 628.13 ft.

CONTINUOUS STEEL BEAM BRIDGE

THREE SPANS @ 66'-9", 67'-6", 66'-9", SQUARE

34'-6" CLEAR ROADWAY WIDTH

SR 62 OVER LAUGHERY CREEK

RIPLEY COUNTY, INDIANA

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 Layout.dw

g, BRID

GE LAYO

UT, 9/17/2019 10:48:24 AM

AutoCAD SHX Text

Z

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

N

AutoCAD SHX Text

N

PLAN

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

66'-9" ℄ Brg. to ℄ Pier

67'-6" ℄ Pier to ℄ Pier

66'-9" ℄ Pier to ℄ Brg.

℄ Bent No. 1

Sta. 49+09.50 "B"

℄ Pier No. 2

Sta. 49+76.25 "B"

℄ Pier No. 3

Sta. 50+43.75 "B"

℄ Bent No. 4

Sta. 51+10.50 "B"

16'-0" 16'-0" 16'-0" 16'-0"16'-0" 16'-0"

℄ Structure

Sta. 50+10.00 "B"

202'-0" Out to Out Bridge Floor

11'-0" Lane

11'-0" Lane

6'-0"

Shldr.

6'-0"

Shldr.

28'-2

1 4

"±

Clear Roadw

ay

30'-2

1 4

"±

O

ut to O

ut Coping

9

0

°

0

'

0

"

3'-0"

Berm

3'-0"

Berm

HMA Approach (typ.)

1

2

3

4

BENT NO. 1 PIER NO. 2 PIER NO. 3 BENT NO. 4

SPAN "A" SPAN "B" SPAN "C"

ELEVATION

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

Exp.Exp. Exp.Exp.

Remove Existing W-Beam Guardrail

Exp. Exp.

Existing Steel

"H" Piles (typ.)

NOTE: Hatched area indicates portions to be removed

Remove Existing Box Beams

and Existing Concrete Slab

Remove Existing Concrete

Bent and Wingwalls (typ.)

Remove Existing W-Beam

Guardrail (typ.)

Remove Existing Bridge

Drain (typ.)


Deck and Bridge Overlay


Pier Cap (typ.)

TYPICAL SECTION

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

1'-0"

Existing

Railing

(typ.)

1.5% Slope

14'-1"±

Existing 33'' Adjacent

Box Beams

1'-0"

14'-1"±

10 Beams @ 3'-0" = 30'-0" & 9-Joints @

1

4

"± = 30'-2

1

4

"

1.5% Slope

Profile

Grade

30'-2

1

4

"± Out to Out Coping

2'-8"

Existing Concrete Deck

Varies 4" to 7"

Existing Bridge

Deck Overlay

1'-2

1 2

"

℄ Structure

28'-2

1

4

"± Clear Roadway

18'-1

1

4

"-Phase 2 Removal

12'-1"-Phase 1 Removal

C

O

N

S

T

R

U

C

T

I

O

N

N

O

T

F

O

R

EXISTING

CONTINUOUS PRESTRESSED

CONCRETE BOX BEAM BRIDGE


28'-2

1

4

" CLEAR ROADWAY WIDTH



CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

10 12

1700185

AS NOTED

AS NOTED

INDIANA


GENERAL PLAN

EXISTING

MKT

MJH

DWB

MJH

LEGEND

Remove 62.5 Lft. Existing W-Beam Guardrai1

2 Remove 62.5 Lft. Existing W-Beam Guardrai

3 Remove 100 Lft. Existing W-Beam Guardrai

2 Remove 10 Lft. Existing W-Beam Guardrai

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 G

eneral Plan-Existing.dw

g, G

eneral Plan-Existing, 9/17/2019 10:50:10 AM

66'-9" ℄ Brg. to ℄ Pier

67'-6" ℄ Pier to ℄ Pier

66'-9" ℄ Pier to ℄ Brg.

℄ Bent No. 1

Sta. 49+09.50 "B"

PG Elev. 630.53'

℄ Pier No. 2

Sta. 49+76.25 "B"

PG Elev. 630.97'

℄ Pier No. 3

Sta. 50+43.75 "B"

PG Elev. 630.99'

℄ Bent No. 4

Sta. 51+10.50 "B"

PG Elev. 630.61'

℄ Structure

Sta. 50+10.00 "B"

PG Elev. 631.03'

202'-6" Out to Out Bridge Floor

34'-6" Clear Roadw

ay

37'-6" O

ut to O

ut Coping

1

1'-6"

1'-6"

PLAN

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

Bridge Railing "FC"

20'-6" R.C.

Bridge Appr.

20'-6" R.C.

Bridge Appr.

Concrete Bridge Railing

Transition "TFC" (typ.)

Longitudinal

Constr. Joint

16'-0" Phase 1

Construction

21'-6" Phase 2

Construction

6" Pvmt.

Ledge

6" Pvmt.

Ledge

Modified Guardrail

Transition "TGB"

Modified Guardrail

Transition "TGB"

Guardrail

Transition "MGS"

Guardrail

Transition "MGS"

Wing "A"

Wing "B"

Wing "C"

Wing "D"

Line "B"

2

6

5'-0" 5'-0"

6

4

3

BENT NO. 1 PIER NO. 2 PIER NO. 3 BENT NO. 4

SPAN "A" SPAN "B" SPAN "C"

ELEVATION

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

Exp. Exp.

Proposed Profile

Grade

Semi Integral

Existing Steel

"H" Piles (typ.)

3'-0"

Berm

3'-0"

Berm

Guardrail

Transition "MGS"

Widen and Reconstruct

Pier Footing and Pier Stem

and Cap


Transition "TFC"

Modified Guardrail

Transition "TGB"

Construct New Bent Caps

and Wingwalls

Semi Integral

R.C. Bridge

Approach (typ.)

Bridge Railing "FC"

Bridge Railing "FC"

Existing Ground/Rock Line

5


Transition "TFC" (typ.)


Transition "TFC"

+

1

.1

9

%

-1

.1

1

%

PVI Sta. 50+10 "B"

Elev. = 631.75'

VC= 250'

Construct New Bent Caps

and Wingwalls

Construct New

Pier Cap

3'-0"

Slope 3:1

(typ.)

24" Class I Riprap over

Geotextiles for Riprap

Type 1A, Slpoe 2:1 (typ.

3'-0"

Low Structure

Elev. 627.31'

Berm Elev. 626.8'

Berm Elev. 626.9'

Limits of Class I

Riprap

Limits of Class I

Riprap

Clearing Elev.

=615.0' (typ.)

2'-0"

8'-0"4'-0"

3'-0"

Toe of Slope

(typ.)

Construct a Riprap Drainage

Turnout from the end of the

Barrier Rail Transition down the

side slope. (See detail this sheet)

(typ. all corners)

Sodding

Strip (typ.)

37'-6" Out to Out Coping

1'-6"

4'-0"

Shoulder11'-0" Lane11'-0" Lane8'-6" Shoulder

1'-6"

℄ Line "B"

Profile

Grade

2% Slope

2% Slope

6"

1'-9"1'-9"

8 Spaces @ 4'-3'' = 34'-0" (Beam Spacing)

8"

Concrete Bridge

Railing "FC" (typ.)

W24 x 176

Steel Beam (typ.)

34'-6" Clear Roadway

3

4

''∅ Half

Round Drip

Bead (typ.)

Longitudinal

Construction Joint

TYPICAL SECTION

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

16'-0" Phase 1 Construction 21'-6" Phase 2 Construction

Limits of

Surface Seal

1'-4"2" 1'-4" 2"

Type "A"

Constr. Joint

(typ.)

5'-0"

Barrier

Delineators

Spa. @ 40'-0"

C

O

N

S

T

R

U

C

T

I

O

N

N

O

T

F

O

R

CONTINUOUS STEEL BEAM BRIDGE


34'-6" CLEAR ROADWAY WIDTH



LEGEND

1-Guardrail Transition MGS, and 1-Guardrail End Treatment

tye OS req'd.

1

2

3

5

GENERAL NOTES:

Plans for the existing structure are on file in the

Central Office, Indiana Department of Transportation

as Bridge File No. 062-69-05860 and are available

upon request.

Portions of present structure shall be removed as

noted.

Where new work is to be fitted to old work, the

contractor shall check all dimensions and conditions in

the field and report any errors or discrepancies to the

engineer and assume responsibility for their

correctness and the fit of the new part to the old.

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

1" min. in bottom of floor slabs, 3" in footings except

bottom steel which shall be 4", and 2" in all other

parts, unless noted.

Concrete in floor slab and concrete barrier railings is

to be Class "C".

Surface Seal exposed surfaces of wingwalls, face of

deck coping, all faces of concrete barrier railing and

approach slabs. Estimated Quantity = xxx Sft.

DESIGN DATA:

Designed for HS20-44 Truck and Alternate Military

Loading in

accordance with the 2002 AASHTO Specifications and

interim specifications.

Designed for actual dead load plus 35 lbs./sft. future

wearing surface

Slab designed with 1 1/2" wearing surface.

UNIT STRESSES:

Class "C" Concrete F'c = 4000 p.s.i.

Class "A" Concrete F'c = 3500 p.s.i.

Class "B" Concrete F'c = 3000 p.s.i.

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

6165 lbs/syd QC/QA HMA, 3, 70, Surface, 9.5 mm on

275 lbs/syd QC/QA HMA, 3, 64, intermediate, 19.0 mm on

330 lbs/syd QC/QA HMA, 3, 64, Base, 19.0 mm on

Subgrade Treatment Type "IC"

1-Guardrail Transition MGS, and 1-Guardrail End Treatment

tye OS req'd.

1-Modified Guardrail Transition TGB (Use Thrie Beam and

15' Radius), and 1-Guardrail Curved Terminal End req'd.

4 1-Modified Guardrail Transition TGB (Use Thrie Beam and

15' Radius), and 1-Guardrail Curved Terminal End req'd.

1-Guardrail Curved Terminal End, 25 Lft. of Mod. W-Beam

Guardrail (15' Radius), 18.75 Lft. of W-Beam Guardrail and

25 Lft. of Mod. W-Beam Guardrail (15' Radius) req'd.

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

11 12

1700185

AS NOTED

AS NOTED

INDIANA


GENERAL PLAN

PROPOSED

MKT

MJH

DWB

MJH

BRIDGE PRESERVATION

1'-6"

8'-0"

3'-0"2'-0"3'-0"

Not to Scale

RIPRAP DRAINAGE

TURNOUT DETAIL

1'-0"

Geotextile

Revetment Riprap

NOTE TO REVIEWER:

SUPERSTRUCTURE TYPE CHANGED FROM SCOPING

REPORT SUBMITTAL TO SATISFY HYDRAULIC

REQUIREMENTS (NO ADDITIONAL BACKWATER CREATED)

NOTE TO REVIEWER:

ASSUMED PAVEMENT SECTION, FINAL PAVEMENT DESIGN

TO BE PROVIDED BY INDOT

NOTE TO REVIEWER:

CURVED GUARDRAIL TO BE BE REVIEWED BY KATHERINE

SMUTZER OF INDOT

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 G

eneral Plan-Proposed.dw

g, G

eneral Plan-Proposed, 9/17/2019 12:53:06 PM

** ESTIMATED QUANTITY

sys.

GEO

TEXTILES

BEN

T BACKFILL

cys.

AG

GREG

ATE

FO

R EN

D

XEnd Bent Drain Pipe36X10

cys.cys.elev.

CLASS "A"

CO

NCRETE

RIPRAP

REVETM

EN

T

tons

BACKFILL

STRU

CTU

RE

SECTION

BOX END

GRATED

slopetype

STATION

inches

SIZE

ea.lft. elev.

REMARKS

TO

STR.

CO

NN

ECT

SECTIO

N

PIPE EN

D

TYPE

BACKFILL

FLOW LINE

KIND

DESCRIPTIONLOCATION

STREAM

DOWN

STREAM

UP

CO

VER

SKEW

LEN

GTH

TYPE

CRO

SS

RIG

HT

LEFT

NU

MBER

STRU

CTU

RE

APPROACH STRUCTURES

86

lbs./syd.

INTERMD.BASE

19.0 mm 25.0 mm

tons tonslbs./syd.tonslbs./syd.

9.5 mm

SURFACE

Mainline

tonssydtonslbs./syd.lbs./syd. tonstonslbs./syd.tonslbs./syd.cys

DEPTH (in.)DEPTH (in.)

tonstons

25.0 mm19.0 mm9.5 mm

tonstons

25.0 m

m, SH

LD

R.

BASEINTERMD.

SURFACE

FOR BASE

ft.

AT D

RIVE

CLEAR ZO

NE

TOTALS

NO. 73

SURFACE

FOR

AGGREGATE

COMPACTED

NO. 53

AGGREGATE

COMPACTED

CO

AT

TACK

CO

AT

PRIM

E

MATERIAL FOR

BITUMINOUS

HM

A BASE

HMA MATERIALS-TYPE "B"

QC/QA HMA, 2, MATERIALS

FILL

cys

CUT

EXCAVATION

LOCATION

PAVEMENT QUANTITIES AND APPROACH TABLE

RIG

HT

LEFT

MED

IAN

RIG

HT

MED

IAN

LEFT

CU

RVED

W

-BEAM

TOFROM

STATIONSTATION

LFT

LOCATION

XX+XX

EACH EACH

W-BEAM

@

6.25 FT.

GU

ARD

RAIL TERM

IN

AL

GU

ARD

RAIL, M

GS,

TRAN

SITIO

N

GU

ARD

RAIL

EACH

GUARDRAIL SUMMARY TABLE

X

TOTALS

X

sys.

GU

ARD

RAIL EN

D

TREATM

EN

T,

11 End Bent Drain Pipe36X X

X

X

X

X

HEIG

HT TRAN

SITIO

N

G

UARD

RAIL, M

GS,

X

X

tonslbs./syd.

9.5 m

m, SH

LD

R.

HM

A SU

RFACE

XXEAST APPROACH SLAB

X X

X

GRADED

HP12 x 53

XWEST APPROACH SLAB

XX X

sys.sft.no. lft.eachlft.no. no. lft.no. lft.lft.no.

lbs.lft.cyscyscys

BENT NO. 1

SUPERSTRUCTURE

no.

APPROACH

R.C. BRIDGE

SUBBASE

DENSE

ROCK

HOLES IN

COATED

EPOXY

ENCASED

CONC.

REINF.

STEEL H

STEEL H

STEEL H

PILE TIP

STEEL H

EPOXY COAT.

ENCASED

STEEL SHELL

SEAL **

SURFACE

SUMMARY OF BRIDGE QUANTITIES

TOTALS

CORED

PILES

lft.

STEEL

REINF.

COATED

EPOXY

CLASS C

RAILING

CONCRETE

FTG.

IN

CLASS B

CONCRETE

CLASS A

SUBSTR

cys

SUPERSTR

CLASS C

ITEM

X

cys.

PATCHING

CONCRETE

STRUCTURES

sft.lbs.

STEEL

STRUCTURAL

(10")

lft.

X

X

X

X

X

X

X

X

BULB-TEE

48" X 49"

CONC. STR. MEMBERS

GRATES, BASINS

& FITTINGS

CAST IRON

each

DRAIN PIPE,

EXTENSION

X

X

14"∅ CONC.

STEEL SHELL

ENCASED

14"∅ CONC.

XX+XX

XX+XX

SUBGRADE

TREATMENT

TYPE "IC"

TRANSITION

MILLING

JOINT

ADHESIVE,

SURFACE

lft.sys.

JOINT

ADHESIVE,

INTERMEDIATE

lft.

JOINT

SEALANT

lft.

I-BEAMS

TYPE

XX

lft.

CHECKED:

DRAWN:DESIGNED:

CHECKED:

of

HORIZONTAL SCALE

VERTICAL SCALE

SURVEY BOOK

CONTRACT

BRIDGE FILE

DESIGNATION

SHEETS

PROJECT

----

B-40434

062-69-05860 B

1700185

12 12

1700185

NONE

NONE

INDIANA


BRIDGE SUMMARY

MKT

MJH

DWB

MJH

CONC. BARRIER

RAILING

TRANSITION, WFC

each

X

X

X

X

X

each

X165 X275 X

X X

X330

X

X

MULCHED

SEEDING, "R"

sys.

X

DESCRIPTION

(APPROACH

TYPE OR CLASS)

Sta. XX+XX to XX+XX "B"

TOTAL

X X X

SYSTEM

TYPE 3

TYPE "O

S"

EACH

TRAN

SITIO

N, TG

B

MO

DIFIED

G

UARD

RAIL

(30' RAD

IU

S)

X

X

MO

NU

MEN

T

SECTIO

N CO

RN

ER

TYPE C

TYPE B

LINE

STATION

POINT TYPE

LOCATION

BEGIN PROJECT

2

TOTAL

MONUMENTS

1xx "B"

END PROJECT1xx

X X X

"B"

PO

ST SPA.

EACH

FO

R U

ND

ERD

RAIN

TYPE 2A

Sta. XX+XX to XX+XX "B"

XX XX X X

PIER NO. 2

XPIER NO. 3

X

X X

X XBENT NO. 4

C

O

N

S

T

R

U

C

T

I

O

N

N

O

T

F

O

R

X

X

XX

X

X

X

X

TEMPORARY

SEED

MIXTURE

lbs

X

X

TEMPORARY

MULCHING

tons

X

X

EPOXY COATED

THREADED

TIE BAR

ASSEMBLIES

each

X

TYPE W

GB

PAVEMENT MARKING SUMMARY

Line, Paint, Solid, Yellow, 4"

Description LengthLocation

Sta. XX+XX to Sta. XX+XX, Centerline Lt.

Line, Paint, Solid, White, 4" Sta. XX+XX to Sta. XX+XX, Lt. Lane Line

Total

XX lft.

Sta. XX+XX to Sta. XX+XX, Rt. Lane Line

Total

Snowplowable Raised Pavement Marker

X each

Sta. XX+XX to Sta. XX+XX, Centerline Lt.

X

X

XX+XX

XX+XX

XX+XX

XX+XX

XX+XX

XX+XX

XX+XX

XX+XX

XX+XX

EACH

TRAN

SITIO

N

MO

D. G

UARD

RAIL

TYPE W

GB

Sta. XX+XX to Sta. XX+XX, Centerline Rt.

XX lft.

XX lft.

XX lft.

XX lft.

XX lft.

CONC. BARRIER

RAILING

TRANSITION, TFC

each

X

X

X

X

X

X

XX

XX

XX

XX

XX

X

X

X

X

X

S:\2018Proj\2018-109 BR SR 62 D

es 1700185\Plans\Bridge Plans\2018-109 Bridge Sum

mary.dw

g, Bridge Sum

mary, 9/17/2019 12:34:58 PM

AutoCAD SHX Text

ft.

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