Bridge Summary - Indiana · 2017. 4. 25. · bridge length : 0.54 mi. 13.71 mi. 14.25 mi. max...

Scale 1" = 2000'

PROJECT DESIGNATION

CONTRACT

INDIANA DEPARTMENT OF TRANSPORTATION DATE

DATE

PHONE NUMBER

FOR LETTING:

APPROVED

CERTIFIED BY:

PREPARED BY:

PLANS

This Bridge Rehabilitation is on Interstate 65 over East Fork White River, Overflow 3,

Located in Section 29, of Township 7 North, Range 6 East, Redding Township,

in Jackson County Indiana.

PROJECT LOCATION SHOWN BY

STATIONSPAN AND SKEW OVER

INDEX

TYPESTRUCTURE

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

PROJECT LOCATION

39 01'29.57" NLATITUDE:

O

85 53'13.86" W

[INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2016 TO BE

USED WITH THESE PLANS]

BRIDGE REHABILITATION

TWIN CONTINUOUS

PRESTRESSED CONCRETE

I-BEAM BRIDGES

LONGITUDE:

R. 6 E.

P.E.

CONST.

FOR SPANS OVER 20 FEET

INDIANA DEPARTMENT

OF TRANSPORTATION

INTERSTATE 65

OVER

EAST FORK OF WHITE RIVER, OVERFLOW 3

BRIDGE REHABILITATION PLANS

PROJECT NO. 0501212

O

1592575 & 1592589

I65-055-04654 CNBL & CSBLR-28940

0501212

R-28940 0501212

1592575 & 1592589

I65-055-04654 CNBL & CSBL

1 10

PROJECT NO. 0501212

RP 55+0.062

R-28940

Part 9 of 14

STA. 2482+65.25 "A"EAST FORK WHITE RIVER,

OVERFLOW 3

I65-055-04654 CNBL

I65-055-04654 CSBL

T. 7 N

.

I65-055-04654 CNBL

I65-055-04654 CSBL

UNITED CONSULTING 317-895-2585

4 SPANS: 45'-6", 2 @

43'-0", 45'-6"

SKEW: 0°

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Title 16 & 17.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.

TOTAL LENGTH :

ROADWAY LENGTH :

BRIDGE LENGTH : 0.54 MI.

13.71 MI.

14.25 MI.

MAX GRADE: 2.8%

R. 5 E.

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

UTILITIES

REVISIONS

SHEET No. DATE REVISION

SHEET NO. DESCRIPTION

1 TITLE

2 INDEX

3-4 MOT DETAILS

5 LAYOUT

6-7 GENERAL PLAN

8 BENT DETAILS

9 PIER DETAILS

10 BRIDGE SUMMARY

INDEXGENERAL NOTES

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

ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Index 16 & 17.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

MRL DJZ

BSF MRL

N/A

N/A

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

2 10

0501212

INDEX

I-65 OVER EFWR, OVERFLOW 3

INDIANA

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

Call 811 or 800-382-5544

AutoCAD SHX Text

CALL TWO WORKING DAYS BEFORE YOU DIG

1'-6" 1'-6"

54'-10" Out to Out Coping

51'-10" Clear Roadway Width

℄ I-65 & Line "A"

22'-10"

1'-6"1'-6"



22'-10"

I-65 Northbound

I-65 Southbound

PHASE 2

4'-0"11'-0"

11'-0" Trucks Only

4'-0"2'-0"

4'-0" 11'-0"

11'-0" Trucks Only

4'-0"2'-0"

1'-6" 1'-6"


70'-0"Clear Roadway Width

℄ I-65 & Line "A"

4'-8"

1'-6"1'-6"



℄ I-65 & Line "A"

4'-8"

I-65 Northbound

I-65 Southbound

PHASE 3

11'-0"12'-0"2'-10"2'-4"12'-0" 2'-10"11'-0"

Truck LaneTruck Lane

2'-0" 14'-0"


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\MOT OVF 3.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

1/4" = 1'-0"

1/4" = 1'-0"

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

3 10

0501212

MAINTENANCE OF TRAFFIC


INDIANA


1'-6" 1'-6"



℄ I-65 & Line "A"

4'-8"

1'-6"1'-6"



℄ I-65 & Line "A"

4'-8"

PHASE 4

I-65 Northbound

I-65 Southbound

2'-0"11'-0"

11'-0"11'-0"2'-10"2'-4"2'-10"

Truck Lane

11'-0"

Truck Lane

16'-0"


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\MOT OVF 3.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

1/4" = 1'-0"

1/4" = 1'-0"

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

4 10

0501212

MAINTENANCE OF TRAFFIC


INDIANA


540

550

560

570

580

590

600

610

620

540

550

560

570

580

590

600

610

620

590.92

590.9

590.91

590.9

590.76

590.8

590.63

590.6

590.47

590.5

590.46

590.5

585.94

585.9

571.86

571.9

570.87

570.9

577.88

577.9

589.59

589.6

589.31

589.3

589.13

589.1

588.91

588.9

588.73

588.7

2480+00 2481+00 2482+00 2483+00 2484+00 2485+00

End Paving Exception

Sta. 2483+98.92 Line "PR-NBL"

Elev. 589.43

Sta. 2483+56.88 Line "PR-SBL"

Elev. 589.71

Begin Paving Exception


Elev. 590.32


Elev. 590.63

Approx. Exist. Ground

(Along "PR-NBL")

Prop. Profile Grade

(PR-NBL Shown)

2

:

1

M

a

x

.

Aggregate for End Bent

Backfill over Geotextiles

(Typ.)

6" ∅ End BentDrain Pipe (Typ.) Existing Riprap

Spillslope (Typ.)

2

:

1

M

a

x

.

178'-6" Structure Length

2.00% Grade

2481+

97.92 (N

B)

2481+

55.87 (SB)

2483+

76.42 (N

B)

2483+

34.38 (SB)

Riprap, Class 2

over Geotextiles

5

7

5

590

590

590

590

580

580

580

5

7

5

5

7

5

575

575

580

580

585

585

585

585

I I I I I I I I I I I I I I I I I I II

I

I

I

I

I

I

I

I

I

I

I I II

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I I I

II

II

II

II

II

II

II

II

II

II

II

II I I I

I I I I I I I

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

IIIIIII

IIIIIII

IIIIIII

2479+

00

2480+

00

2481+

00

2482+

00

2483+

00

2484+

00

2485+

00

2486+

00









Line "PR-SBL"

Line "A"

Line "PR-NBL"

N 42°03'19" W

N 42°03'19" W

N 42°03'19" W

℄ Twin Structures

2482+65.25 "A"

EFWR OVERFLOW

Riprap Splash

Pad (Typ.)

540 540

590.95

590.9

590.83

590.8

590.68

590.7

590.60

590.6

590.51

590.5

587.68

587.7

573.87

573.9

570.38

570.4

576.25

576.2

589.45

589.5

589.54

589.5

589.23

589.2

589.05

589.0

588.89

588.9

588.74

588.7

2480+00 2481+00 2482+00 2483+00 2484+00 2485+00


ConsultingUNITED

File N

am

e:

P:\C3D

\M

K16-465\Bridge\Bridges 16 &

17 - I-65 over O

verflow

N

o 3\D

wg\Layout 16 &

17.dw

g Plot D

ate:

4/25/2017 Plotted By:

Zola, D

avid

EXISTING STRUCTURE

No Scale

Southbound

Northbound

Southbound

Northbound

TWIN CONTINUOUS PRESTRESSED

CONCRETE I-BEAM BRIDGES

4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"

SKEW: 0°00'00"

70'-0" CLEAR ROADWAY

I-65 OVER EAST FORK WHITE RIVER,

OVERFLOW 3

Existing Clear Roadway = 51'-10"

Portions of existing End Bents, Piers, and Bridge

Deck to be removed.

Notes: For R/W, Earthwork Summary, and Additional

Information see Roadway Plans, Des. No. 0501212.

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

1" = 30'

1" = 10'

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

5 10

0501212

LAYOUT


INDIANA


128'-6"

AutoCAD SHX Text

+

AutoCAD SHX Text

+

AutoCAD SHX Text

6312

AutoCAD SHX Text

6348

AutoCAD SHX Text

PDEL

AutoCAD SHX Text

PDEL

AutoCAD SHX Text

591.84

AutoCAD SHX Text

592.32

AutoCAD SHX Text

1666

AutoCAD SHX Text

3386

AutoCAD SHX Text

PXDR

AutoCAD SHX Text

PXDR

AutoCAD SHX Text

585.97

AutoCAD SHX Text

585.00

AutoCAD SHX Text

+

AutoCAD SHX Text

+

℄ I-65 Southbound Lanes

℄ I-65 Northbound Lanes

12'-0"

12'-0"

12'-0"

20'-6" Min.

1'-6" Railing

70'-0" Clear Roadw

ay W

idth

2'-6" Bent

(Typ.)

2'-6" Bent

(Typ.)

178'-6" Out to Out Bridge Floor

43'-0" ℄ Pier to ℄ Pier

45'-6" ℄ Brg. to ℄ Pier 45'-6" ℄ Brg. to ℄ Pier

43'-0" ℄ Pier to ℄ Pier

B

70'-0" Clear Roadw

ay W

idth

73'-0" O

ut to O

ut Coping

73'-0" O

ut to O

ut Coping

12'-0"

B

A

B

B

B

B

A

C

C

C

C

6" Pavement

Ledge (Typ.)

2'-0" Terminal

Joint (Typ.)

22'-0"

12'-0"

12'-0"

12'-0"

12'-0"

Shldr.

Lane

Lane

Lane

Shldr.

Shldr.

Shldr.

Lane

Lane

Lane

2'-0" Terminal

Joint (Typ.)

(Typ.)

Reinf. Conc.

Bridge Appr.

Slab (Typ.)

Maintain Existing

OS-D Drain

(Typ. Outside Coping)

Remove Existing

OS-D Drain

(Typ. Inside Coping)

Proposed OS Drain

(Typ. Widening)

Proposed OS Drain

(Typ. Widening)

6" Pavement

Ledge (Typ.)

Line "A" & ℄ I-65

8'-0" 4'-0"

Sodding

Strip (Typ.)

Riprap Drainage

Turnout (Typ.)

Modified Concrete

Curb Turnout (Typ.)

42'-0"

42'-0"

Reinf. Conc.

Bridge Appr.

Slab (Typ.)

20'-6" Min.

Maintain Existing

OS Drain (Typ.

Outside Coping)

Remove Existing

OS Drain (Typ.

Inside Coping)

6" Pavemnt

Ledge (Typ.)

EE

Type 1A

Joint (Typ.)

F

D

D

F

Type 1A

Joint (Typ.)

Modified Concrete

Curb Turnout (Typ.)

1'-6" Railing

(Typ.)

22'-0"

℄ Bent 1

2481+43.50

℄ Pier 2

2481+89.00

℄ Pier 3

2482+32.00

℄ Pier 4

2482+75.00

℄ Bent 5

2483+20.50

Riprap Splash

Pad (Typ.

Span C

Span D

Bent No. 1

Span B

Span A

Pier No. 2

Pier No. 3

Pier No. 4

Bent No. 5

Existing

HP 12x53 Piles

(Typ. Bent)

Int.

Exp. Exp. Exp.

Int.

EXISTING STRUCTURES BUILT TO A -0.36% GRADE

Concrete Bridge Railing

Transition, Type TFT (Typ.)

Concrete Bridge

Railing, Type FT (Typ.)

Guardrail Transition,

Type TGB (Typ.)

Existing 14" ∅SEC Piles (Typ. Piers)

2

:

1

2

:

1

Exist. Riprap

Spillslope (Typ.)

Class 2 Riprap

(Typical)

8' Riprap Drainage Turnout

4'-0"

Sodding

RIPRAP DRAINAGE TURNOUT

4'-0"

Strip

1'-0"

SCALE: 1/16" = 1'-0"

PLAN

SCALE: 1/16" = 1'-0"

ELEVATION



4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"

SKEW: 0°00'00"



OVERFLOW 3

GENERAL NOTES

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

the Indiana Department of Transportation as Bridge File

I65-055-04654 BNBL & BSBL.

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.

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

LEGEND

A

B

C

D

Sandblast the existing bridge deck, widen the superstructure and substructure toward

the median side, seal any cracks in the existing bridge deck, and install a polymeric

bridge deck overlay over the entire bridge deck.

Patch spalled and delaminated areas on the existing substructure units.

Remove and replace the existing reinforced concrete approach slabs.

Limits of Removal

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.

Remove existing Bridge Railing and 1'-6" of coping.

E Extend Riprap spillslope across median and widen 2' outside the bridge deck.

F Place new Snowplowable Pavement Markings.

No Scale


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\GP 4654.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

GExcavate around Existing piers & place Class 2

Riprap to the depth of 4 ft. and a width of 6 ft.

around all piers.

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

AS SHOWN

AS SHOWN

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

6 10

0501212

GENERAL PLAN


INDIANA


Crown &

Profile Grade

2% Slope

2% Slope

1'-6"

5'-10" 11'-10" 11'-10" 11'-10" 10'-6"

1'-6"



Existing Prestressed

Conc. I-Beam,

Type II (Typ.)

2'-10"

℄ I-65 & Line "A"

22'-10"

5 Spa. @ 9'-10" = 49'-2"

2'-10"

8" Bridge Slab

Existing OS-D

Drain

Sandblast Existing

Bridge Deck and Seal

any Cracks

Shldr.LaneLaneLaneShldr.

Crown &

Profile Grade

2% Slope

2% Slope

1'-6"

5'-10"11'-10"11'-10"11'-10"10'-6"

1'-6"




Conc. I-Beam,

Type II (Typ.)

2'-10"

22'-10"

5 Spa. @ 9'-10" = 49'-2"

2'-10"

8" Bridge Slab

Existing OS-D

Drain

Sandblast Existing

Bridge Deck and Seal

any Cracks

Shldr. Lane Lane Lane Shldr.

Remove existing

deck drain

Remove Existing

Concrete Bridge

Railing

Remove Existing

Concrete Bridge

Railing

Crown

2% Slope

2% Slope

1'-6"

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

1'-6"




Conc. I-Beam,

Type II (Typ.)

2'-10"

℄ I-65 & Line "A"

5 Spa. @ 9'-10" = 49'-2"

8" Bridge Slab

Existing Concrete

Bridge Railing

Limits of

Surface

Seal

4'-8"

2 Spa. @ 9'-0" = 18'-0"

22'-0"

Maintain Existing

Deck Drain

Shldr.LaneLaneLaneShldr.

Polymeric Bridge

Deck Overlay

6"

3/4" Half

Round Drip

Bead

Crown

2% Slope

2% Slope

1'-6"

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

1'-6"




Conc. I-Beam,

Type II (Typ.)

2'-10"

℄ I-65 & Line "A"

5 Spa. @ 9'-10" = 49'-2"

8" Bridge Slab

Existing Concrete

Bridge Railing

Limits of

Surface

Seal

4'-8"

2 Spa. @ 9'-0" = 18'-0"

22'-0"

Maintain Existing

Deck Drain

Shldr. Lane Lane Lane Shldr.

Polymeric Bridge

Deck Overlay

6"

3/4" Half

Round Drip

Bead

19'-8" Proposed Widening

Proposed Profile

Grade

2"

Barrier Delieator

(40' Spacing)

(Typ.)

Proposed Profile

Grade

2"

Proposed OS

Deck Drain

Proposed OS

Deck Drain


Barrier Delieator

(40' Spacing)

(Typ.)

Proposed

Prestreessed

Conc. I-Beam,

Type II

Proposed

Prestreessed

Conc. I-Beam,

Type II

Concrete Bridge

Railing, Type FT

Concrete Bridge

Railing, Type FT

3'-0"

3'-0"



4 SPANS: 45'-6", 2 @ 43'-0", 45'-6"

SKEW: 0°00'00"



OVERFLOW 3

Limits of Removal

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

PROPOSED TYPICAL SECTION SOUTHBOUND

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

PROPOSED TYPICAL SECTION NORTHBOUND

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

EXISTING TYPICAL SECTION SOUTHBOUND

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

EXISTING TYPICAL SECTION NORTHBOUND


ConsultingUNITED


DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

AS SHOWN

AS SHOWN

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

7 10

0501212

GENERAL PLAN


INDIANA


℄ Lanes

12'-0"

4'-3"

7'-9"

2'-6"

Line "A"

2% Slope

2% Slope

℄ Lanes

A

A

2'-10 1/2"5 Spa. @ 9'-10" = 49'-2"

2'-10 1/2"

9'-0"9'-0"

Line "A"

1'-0"35'-8"19'-3"

Bent

6" Proposed

Pvm

n't Ledge

6" Exist

Pvm

n't Ledge

2" x 8"

Keyway

Bearing Assembly

(Typ.)

2 -Proposed

HP 12 x 53

2'-0" Min.

Pile Embedment

3'-0" M

in.

6 - Existing

HP 12 x 53

2'-10 1/2"5 Spa. @ 9'-10" = 49'-2"2 Spa. @ 9'-0" = 18'-0"

Proposed Prestressed

Concrete I-Beam,

Type II (Typ.)

Wingwall

Removal

Field Drilled

Holes in Concrete

(Typ.)

Varies 6'-2 1/2"

to 6'-11"


3'-0"


Concrete I-Beam,

Type II (Typ.)

4'-6 1/2"

Wingwall

2" x 8"

Keyway

Field Drilled

Holes in Concrete

74'-1"

1" Expansion

Material

1/2" Open

Joint

1'-0"

42'-0"

Cap

2'-6"1'-6"

1'-3"1'-3"

E.C. Threaded Tie

Bar Assembly

6" ∅ Drain Pipe

20'-6" Min. Reinforced Concrete

Sleeper Slab

Dense

Geraded

Subbase

Aggregate for

End Bent over

Geotextiles

4

1

2'-0" Terminal

Joint

Approach

Pavement

3'-0"

Min. Cap

2'-0"

Min. Em

bedm

ent

Bridge Approach Slab

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

TYPICAL BENT PLAN

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

TYPICAL BENT ELEVATION

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

SECTION A-A

Limits of Removal


ConsultingUNITED


N

o

r

t

h

b

o

u

n

d

S

o

u

t

h

b

o

u

n

d

(NB Bent 4 & SB Bent 1 shown,

NB Bent 1 & SB Bent 4 same by opposite hand)

(NB Bent 4 & SB Bent 1 shown,

NB Bent 1 & SB Bent 4 same by opposite hand)

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

AS SHOWN

AS SHOWN

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

8 10

0501212

BENT DETAILS


INDIANA


B

B

Line "A"

5 Spa. @ 4'-0" = 20'-0"

5 Spa. @ 9'-10" = 49'-2"

54'-6" Existing Pier Cap19'-2" Proposed Widening

3 Spa. @ 3'-10" = 11'-6"10 Spa. @ 3'-10" = 38'-4"

73'-8"

1'-6"

2 Spa. @ 9'-0" = 18'-0"

Line "A"

1'-0" Wall

Removal

5'-0" M

in.

2'-4"

Field Drilled

Holes in Concrete

2" x 8"

Keyway

2" x 8"

Keyway

Field Drilled

Holes in Concrete

3'-0" 3'-6"

℄ Roadway

℄ Roadway

73'-8"

42'-0"

2'-6"

12'-6"

2'-0"

42'-0"

Min.

4'-8"

Em

bedm

ent

(Typ.)

2'-6"

12'-6"

2'-0"

3'-0"

2'-0"

3'-0"

5'-0" M

in.

Em

bedm

ent

Min.

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

TYPICAL PIER ELEVATION

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

TYPICAL PIER PLAN

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

SECTION B-B

Limits of Removal


ConsultingUNITED


N

o

r

t

h

b

o

u

n

d

S

o

u

t

h

b

o

u

n

d

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

AS SHOWN

AS SHOWN

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

9 10

0501212

PIER DETAILS


INDIANA


CAST IRON

GRATES,

FITTINGS

BASINS,&

CLASS C

SUPERSTR

cys.

ITEM

CONCRETE

RAILING

CLASS C

cys.cys. cys.

FTG.

CLASS BCLASS A

SUBSTR

CONCRETE

IN

lft. lbs. lbs.

REINF.

BARS

COATED

REINF.

BARS

EPOXY

PILES

STEEL H

EPOXY

COATED

eachlbs. no. lft.

ANCHOR

PLATES

MK-AP

STRUCT.

STEEL

CONC.

ENCASED

SHELL

STEEL

no.no. lft. lft. no.

REINF. CONC.

STEEL SHELL

EPOXY COAT.

ENCASED

STEEL "H"

HP12x74

lft.lft. no. each

STEEL H

REINF.

ENCASED

CONC.

PILE TIP

STEEL H

no. lft. cys.

END BENT

CORED

ROCK

HOLES IN

AGGREGATE DENSE

GRADED

** ESTIMATED QUANTITY

each

BARRIER

DELINEATORS

TYPE "WGB"

RAIL TRANS.

lbs. lft. ea.

EXP.

JOINT

TYPE "SS"

BARRIER

CONCRETE

lft. lft.

CONC.STR.MEMBERS

BOX BEAMS

TYPE

I BEAM

TYPE III

EPOXY COATED

sys. sys.

SURFACE

SEAL

MASONRY

COATING

each lft.

R.C. PAVEMENT

ASSEMBLIES

THREADED BAR

MODIFIED

14 Inch

lbs.

6 Inch

SUBBASE

** **

BACKFILL

FOR

Totals

SUMMARY OF BRIDGE QUANTITIES


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 16 & 17 - I-65 over Overflow No 3\Dwg\Bridge Sum Tbl.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

DESIGNED:

CHECKED:

DRAWN:

CHECKED:

RECOMMENDED

FOR APPROVAL


SHEETS

of

VERTICAL SCALE

HORIZONTAL SCALE

CONTRACT

BRIDGE FILE

PROJECT

DESIGNATION

SURVEY BOOK

MRL DJZ

BSF MRL

N/A

N/A

I65-055-04654 CNBL & CSBL

1592575 & 1592589

-

R-28940

10 10

0501212

BRIDGE SUMMARY TABLE


INDIANA


Bridge Summary - Indiana · 2017. 4. 25. · bridge length : 0.54 mi. 13.71 mi. 14.25 mi. max...

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Transcript of Bridge Summary - Indiana · 2017. 4. 25. · bridge length : 0.54 mi. 13.71 mi. 14.25 mi. max...