bridge rehabilitation plans - indiana · 13.71 mi. 14.25 mi. bridge rehabilitation twin continuous...

Scale 1" = 2000'

PROJECT DESIGNATION

CONTRACT

INDIANA DEPARTMENT OF TRANSPORTATION DATE

DATE

PHONE NUMBER

FOR LETTING:

APPROVED

CERTIFIED BY:

PREPARED BY:

PLANS

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

This Bridge Rehabilitation is on Interstate 65 over CSX Railroad

Located in Section 15, of Township 6 North, Range 6 East, Redding Township,

in Jackson County Indiana.

PROJECT LOCATION SHOWN BY

TOTAL LENGTH :

ROADWAY LENGTH :

BRIDGE LENGTH : 0.54 MI.

STATIONSPAN AND SKEW OVER

INDEX

TYPESTRUCTURE

SKEW: 16°28'00" LEFT

LOCATION MAP

3 SPANS:

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

38 58'08.20" NLATITUDE:

O

85 50'36.64" W

[INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS DATED 2016 TO BE

USED WITH THESE PLANS]

13.71 MI.

14.25 MI.

BRIDGE REHABILITATION

TWIN CONTINUOUS

COMPOSITE

STEEL BEAM BRIDGES

LONGITUDE:

R. 6 E.

P.E.

CONST.

FOR SPANS OVER 20 FEET

INDIANA DEPARTMENT

OF TRANSPORTATION

INTERSTATE 65

OVER

CSX RAILROAD

BRIDGE REHABILITATION PLANS

PROJECT NO. 0501212

O

1601732 & 1601733

I65-050-02226 DNBL & DSBLR-28940

0501212

R-28940 0501212

1601732 & 1601733

I65-050-02226 DNBL & DSBL

1 9

PROJECT NO. 0501212

RP 50+0.255

R-28940

Part 4 of 14

STA. 2227+85.88 "A"CSX RAILROADI65-050-02226 DNBL

I65-050-02226 DSBL

T. 6 N

.

MAX GRADE: 2.8%

50%

I65-050-02226 DNBL

I65-050-02226 DSBL

29% D.H.V.

UNITED CONSULTING 317-895-2585

45'-0", 54'-0", 45'-0"

File Name: P:\C3D\MK16-465\Bridge\Bridges 3 & 4 - I-65 over CSX Railroad\Dwg\Title 3 & 4.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

JACKSON COUNTY

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 MOT DETAILS

4 LAYOUT

5-6 GENERAL PLAN

7 BENT DETAILS

8 PIER DETAILS

9 BRIDGE SUMMARY

INDEXGENERAL NOTES

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

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

2 9

0501212

INDEX

I-65 OVER CSX R.R.

INDIANA

DEPARTMENT OF TRANSPORTATION

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

ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 3 & 4 - I-65 over CSX Railroad\Dwg\Index 3 & 4.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

AutoCAD SHX Text

Call 811 or 800-382-5544

AutoCAD SHX Text

CALL TWO WORKING DAYS BEFORE YOU DIG

℄Roadway

Line "A"

& ℄ I-65

Roadway

℄Roadway℄Roadway

Line "A"

& ℄ I-65

42'-0"

39'-9" Clear Roadway

65'-7" Out to Out Coping

21'-7 1/2"

1'-4"

1'-4"

4'-0"11'-0"

11'-0" Trucks Only

4'-0"2'-0"


42'-0"

1'-6"


1'-6"

4'-0" 11'-0"

11'-0" Trucks Only4'-0" 2'-0"

I-65 Northbound

I-65 Southbound

PHASE 2

℄Roadway

℄Roadway

Line "A"

& ℄ I-65

2'-0"


42'-0"

1'-6"

42'-0"



1'-6"


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


42'-0"

1'-6"

42'-0"



1'-6"


11'-0"

I-65 Northbound

I-65 Southbound

PHASE 3

I-65 Northbound

I-65 Southbound

PHASE 4

Truck LaneTruck Lane

2'-0" 6'-9"

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

Truck Lane

11'-0"8'-9"

Truck Lane


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 3 & 4 - I-65 over CSX Railroad\Dwg\MOT CSX.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

3/16" = 1'-0"

3/16" = 1'-0"

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

3 9

0501212

MAINTENANCE OF TRAFFIC

I-65 OVER CSX R.R.

INDIANA


IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

IIIIIIIIIIIII

II

II

II

II

II

II

II

II

II

II

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 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

II

II

II

II

II

II

II

II

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

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

II

I

IIIIIIIIIIIIIIIIIIIIIIIII

I I I I I I I

IIIIIIIIIIIIIIII

Line "PR-NBL"

Line "PR-SBL"

Line "A"

Begin Paving Exception

Sta. 2226+90.51 Line "PR-NBL"


Sta. 2226+71.72 Line "PR-SBL"

End Paving Exception




2224+

00

2225+

00

2226+

00

2227+

00

2228+

00

2229+

00

2230+

00

2231+

00

℄ Structures

Sta. 2227+85.88 "A"

N 0°12'34" E

N 0°12'34" E

N 0°12'34" E

C

S

X

R

a

i

l

r

o

a

d

1

6

°

2

8

'0

0

"

S

k

e

w

:

605

610

6

1

5

6

2

0

6

2

5

595

600

605

610

615

620

625

605

610

615

620

625

595

600

605

610

615

620

625

Grade to drain

away from railroad

R/W (Typ.)

Grade to drain

away from

railroad R/W

(Typ.)

580

590

600

610

620

630

640

650

660

580

590

600

610

620

630

640

650

660

623.97

624.0

624.67

624.7

625.15

625.1

625.67

625.7

626.22

626.2

626.66

626.7

626.89

626.9

610.89

610.9

599.61

599.6

615.52

615.5

626.78

626.8

626.55

626.5

626.15

626.2

625.62

625.6

624.96

625.0

2225+00 2226+00 2227+00 2228+00 2229+00 2230+00

PVI STA. = 2227+50.00

PVI ELEV. = 635.96

V.C. = 1250'

HIGH POINT STA.= 2227+85.56

HIGH POINT ELEV.= 628.12

2228+

68.83 (N

B)

2228+

52.28 (SB)

2227+

21.50 (N

B)

2227+

04.95 (SB)



Elev. 627.94


Elev. 627.86



Elev. 627.84


Elev. 627.93

Proposed Profile Grade

(PR-NBL Shown)

Approx. Existing Ground

(Along Line "PR-NBL")

147'-4" STRUCTURE LIMITS

-2.37%

+2.6

6%

22'-11" M

in. Vert.

Clearance

Aggregate for End

Bent Backfill over

Geotextiles (Typ.)

6" ∅ End Bent

Drain Pipe (Typ.)

Exist. 4" Concrete

Slopewall

2

:

1

M

a

x

.

2

:

1

M

a

x

.

580 580

625.13

624.2

625.85

624.8

626.48

625.3

627.00

625.8

627.43

626.3

627.75

626.7

627.97

626.0

628.10

603.6

628.12

599.3

628.04

624.1

627.86

626.9

627.58

626.6

627.20

626.2

626.71

625.7

626.13

625.1

2225+00 2226+00 2227+00 2228+00 2229+00 2230+00


ConsultingUNITED

File N

am

e:

P:\C3D

\M

K16-465\Bridge\Bridges 3 &

4 - I-65 over CSX Railroad\D

wg\Layout.dw

g Plot D

ate:

4/25/2017 Plotted By:

Zola, D

avid

EXISTING STRUCTURE

No Scale

Southbound

Northbound

Southbound

Northbound

Existing Clear Roadway = 40'-0"

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.

TWIN CONTINUOUS COMPOSITE

STEEL BEAM BRIDGES

3 SPANS: 45'-0", 54'-0", 45'-0"

62'-11 1/2" CLEAR ROADWAYS

SKEW: 16°28'00" LT.

I-65 OVER CSX RAILROAD

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'

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

4 9

0501212

LAYOUT

I-65 OVER CSX R.R.

INDIANA


147'-4"

45'-0" ℄ Brg. to ℄ Bent45'-0" ℄ Bent to ℄ Brg. 54'-0" ℄ Brg. to ℄ Brg

℄ Bent No. 1

Sta. 2226+85.28

℄ Pier No. 2

Sta. 2227+30.91 ℄ Pier No. 3

Sta. 2227+84.91

℄ Bent No. 4

Sta. 2228+30.54

℄ Bent No. 1

Sta. 2226+60.46

℄ Pier No. 2

Sta. 2227+06.09

℄ Pier No.3

Sta. 2227+60.09

℄ Bent No. 4

Sta. 2228+05.72

12'-0"

12'-0"

℄ I-65 & Line "A"

147'-4" Out to Out Bridge Floor

12'-0"

26'-11 1/2"

3

'

-

0

"

B

e

n

t

(

T

y

p

.

)

16°28'00"

℄ Structure

Sta. 2227+45.50

PLAN

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

C

S

X

R

a

i

l

r

o

a

d

PIER 2

BENT 4

PIER 3

Exist. Treated Timber Piles

or SEC Piles (Typ. Piers)

BENT 1

Concrete Bridge Railing

Transition, TFT (Typ.)

2

1

SPAN "A"

SPAN "B"

SPAN "C"

22'-11" M

in.

Vert. Clearance

Exist. 4" Concrete

Slope Wall

2

1

Exist. 4" Concrete

Slope Wall

Exist. 12"∅ or 14 ∅Steel Enc. Conc. Piles

Guardrail Transition, TGB

(Typ.)

ELEVATION

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

3

'

-

0

"

B

e

n

t

(

T

y

p

.

)

Structure Built to a 1250' Vertical Curve

G

G

Exist. 12"∅ or 14 ∅Steel Enc. Conc. Piles

Concrete Bridge Railing

Type, FT (Typ.)

Reinf. Conc.

Bridge Appr.

Slab (Typ.)

20'-6" Min.

65'-9 1/2" O

ut to O

ut Roadw

ay

62'-11 1/2" Clear Roadw

ay

12'-0"

12'-0"

12'-0"

26'-11 1/2"

65'-9 1/2" O

ut to O

ut Roadw

ay

62'-11 1/2" Clear Roadw

ay

1'-4" Bridge

1'-4" Bridge

Railing (Typ.

Inside)

Railing (Typ.

Inside)

A

B

E

E

E

E

2

4

'

-

1

0

5

/

8

"

C

l

e

a

r

Skew

F

C

6

"

P

v

m

n

'

t

L

e

d

g

e

(

T

y

p

.

)

Type 1A

Joint (Typ.)

1'-6" Bridge

1'-6" Bridge

Railing (Typ.

Outside)

Railing (Typ.

Outside)

Type 1A

Joint (Typ.)

Reinf. Conc.

Bridge Appr.

Slab (Typ.)

Sodding

Strip (Typ.)

4'-0" 8'-0"

Riprap Drainage

Turnout (Typ.)

2

4

'

-

1

0

5

/

8

"

8'-0" 4'-0"

Sodding

Strip (Typ.)

Riprap Drainage

Turnout (Typ.)

℄ I-65 NB Lanes

Modified Concrete

Curb Turnout (Typ.)

II

Lane

20'-6" Min.

42'-0"

Shldr.

42'-0"

Lane

Shldr.

Shldr.

Shldr.

℄ I-65 SB LanesLane

Lane

J

2'-0" Terminal

Joint (Typ.)

2'-0" Terminal

Joint (Typ.)

C

l

e

a

r

J

D

H

1" O

pen

Joint

2

'

-

0

"

P

i

e

r

(

T

y

p

.

)

Modified Concrete

Curb Turnout (Typ.)

Temporary shoring for

foundation excavation

(Typ.)

8' Riprap Drainage Turnout

4'-0"

Sodding

RIPRAP DRAINAGE TURNOUT

4'-0"

Strip

1'-0"

No Scale

TWIN CONTINUOUS COMPOSITE STEEL BEAM BRIDGES

3 SPANS: 45'-0", 54'-0", 45'-0"


SKEW: 16°28'00" LT.


GENERAL NOTES

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

the Indiana Department of Transportation as Bridge File

I65-050-02226 CNBL & CSBL.

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.

LEGEND

A Remove the existing bridge railing and patch the bridge deck under the rail

location.

Remove the existing bridge railing and 1'-6” of the bridge coping.

Sandblast the existing bridge deck, perform partial depth patching as needed, seal

any cracks in the existing bridge deck, and Install a new polymeric bridge deck

overlay over the entire bridge deck.

Sandblast the existing bridge deck, perform partial depth patching as needed, seal

any cracks in the existing bridge deck, widen the southbound superstructure and

substructure toward the median side, and Install a new polymeric bridge deck

overlay over the entire bridge deck.

Remove and replace the existing reinforced concrete approach slabs.

Clean and regrade existing ditches along the tracks to provide positive drainage.

B

C

D

E

F

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.

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

Repair slopewall and drainage pipes. Extend Slopewall 2' outside bridge deck.G

Limits of Removal

H

Blast clean and prime ends of beams a minimum of 5' beyond the face of bent.

Place Snowplowable Pavement Markings.

I

J

Pier shall be designed with a Crash Wall per AREMA requirements.


ConsultingUNITED

File Name: P:\C3D\MK16-465\Bridge\Bridges 3 & 4 - I-65 over CSX Railroad\Dwg\GP.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

AS SHOWN

AS SHOWN

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

5 9

0501212

GENERAL PLAN

I-65 OVER CSX R.R.

INDIANA



1'-6"1'-4"

21'-7 1/2"

1'-4"

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

Slop

e 2%

8" Slab

Slope 2%

Slope 2%

7 Spa. @ 5'-8" = 39'-8"4 Spa. @ 5'-8" = 22'-8"1'-8 1/2"

65'-9 1/2" Out to Out Coping

42'-0"

℄NB Lanes

Line "A"

& ℄ I-65


1'-6"

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

Slo

pe 2%

8" Slab

Slope 2%

7 Spa. @ 5'-8" = 39'-8"


1'-8 1/2"

2'-1"

62'-11 1/2" Clear Roadway

1'-6"

1'-4"

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

Slop

e 2%

8" Slab

Slope 2%

7 Spa. @ 5'-8" = 39'-8"4 Spa. @ 5'-8" = 22'-8"

1'-8 1/2"


42'-0"

26'-11 1/2"

62'-11 1/2" Clear Roadway

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

Slo

pe 2

%

8" Slab

Slope 2%

Slope 2%

7 Spa. @ 5'-8" = 39'-8" 3 Spa. @ 7'-6" = 22'-6"

1'-10 1/2"


42'-0"

Line "A"

& ℄ I-65

26'-11 1/2" Shldr.

1'-4"

1" Open Joint

1'-7 1/2"

Lane

Maintain Existing

Concrete Bridge

Railing (Typ.)

Existing Concrete

Bridge Railing (Typ.)

Sandblast Existing

Bridge Deck and

Seal Cracks

Shldr. Lane Lane Shldr.

Existing

W30 x 108 (Typ.)

Removal

Shldr.

Existing Concrete

Bridge Railing (Typ.)

Lane Shldr.

1'-6"

Sandblast Existing

Bridge Deck and

Seal Cracks

Existing

W30 x 108 (Typ.)

℄NB Lanes

1'-8 1/2"

Lane Shldr.LaneShldr.

Existing

W30 x 108

(Typ.)

Polymeric Overlay

Partial Depth

Patching as needed

Partial and Full

Depth Patching

as needed

24'-10 1/2" Proposed Widening

LaneLane

Shldr.

1'-8 1/2"

Proposed

Profile

Grade

Polymeric Overlay

4"

Proposed

W30 x 124

(Typ.)

Crown &

Exist. P.G.

42'-0"

Remove Existing

Railing and Coping

Remove

Existing

Railing

Crown &

Exist. P.G.

Barrier Delineator

(40' Min. Spacing)

(Typ.)

Crown

4"

Crown

Barrier Delineator

(40' Min. Spacing)

(Typ.)

Proposed

Profile Grade

Maintain Existing

Concrete Bridge

Railing (Typ.)

Existing

W30 x 108

(Typ.)

℄ SB Lanes

℄ SB Lanes

6"

3/4" half

round drip

bead (Typ.)

Concrete Bridge

Railing, Type FT

1'-8 1/2"

1'-8"

Limits of

Surface

Seal

Limits of

Surface

Seal

EXISTING TYPICAL SECTION

Scale: 3/16" = 1'-0"

PROPOSED TYPICAL SECTION

Scale: 3/16" = 1'-0"

Southbound Northbound

Southbound Northbound

TWIN CONTINUOUS COMPOSITE STEEL BEAM BRIDGES

3 SPANS: 45'-0", 54'-0", 45'-0"


SKEW: 16°28'00" LT.



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

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

6 9

0501212

GENERAL PLAN

I-65 OVER CSX R.R.

INDIANA


1

6

°

2

8

'

0

0

"

A

A

1

0

'

-

6

"

W

i

n

g

w

a

l

l

47'-1 1/8" Existing Bent


69'-8 7/8"

1" Open Joint

(Btwn. NBL & SBL)

Line "A" & ℄ I-65

A

A

Elastomeric Bearing

Pads (Typ.)

7 1/4"

3'-0"

1

'

-

0

"

℄ Bent

℄ Brg.

Wingwall

Removal

Field Drilled

Holes in Concrete

(Typ.)

1

'

-

0

"


1

6

°

2

8

'

0

0

"

S

k

e

w

L

t

.

2" x 8"

Keyway

(Typ.)

4 -Proposed

14" ∅ SEC

Piles

2'-0"

Min.Pile

Embedment

Varies 7'-9"

to 8'-4"

Exst. Pile

Em

bedm

ent

1'-0"

8 -Existing

12" ∅ or 14" ∅SEC Piles

4 Spa. @ 5'-11" = 23'-8" 7 Spa. @ 5'-11" = 41'-5"

℄ Bent

℄ Piles

Pile Spacing

Field Drilled

Holes in Concrete

(Typ.)

6" Proposed

Pavem

ent Ledge

Bent

3'-0"

Field Drilled

Holes in Concrete

(Typ.)

S

k

e

w

L

t

.

3'-0"

3'-0"

1'-6" 1'-6"

6" ∅ Drain

Pipe

4'-0"

℄ Bearing℄ Bent

℄ Bearing℄ Bent

Aggregate for End

Bent Backfill

Dense Greaded

Subbase

Reinforced Concrete

Bridge Approach Slab

Type 1A Joint

Sleeper Slab

2'-0" Terminal

Joint

Approach

Pavement

4

1

Min.

7 1/4"

10 3/4"

Variable Depth

Expanded

Polystyrene

Polychloroprene Sheeting

SOUTHBOUND BENT PLAN

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

SECTION A-A

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

SOUTHBOUND BENT ELEVATION

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

SOUTHBOUND PILE PLAN

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

(Bent 1 Shown, Bent 4 Same by Opposite Hand)



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

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

7 9

0501212

BENT DETAILS

I-65 OVER CSX R.R.

INDIANA


8'-0"

19'-4"

3'-6"

30'-10"

68'-6 3/4"

5 Rows of 10 Exist.

Treated Timber

Piles

45'-0" Existing Pier Cap 23'-6 3/4" Proposed Widening

2'-0"

℄ Pier

℄ Bearing

2'-0"

8'-6"

3'-2 1/2"

45'-0" Existing Pier Cap

℄ Exist. Pier


3'-0"

5'-0"

10'-0"

9 Spa. @ 2'-9" = 24'-9"

Pile Spacing

4 Spa. @ 4'-6" = 18'-0"

30'-11 1/4" Proposed Footing Widening

28'-3" Existing Footing 30'-11 1/4" Proposed Footing Widening

8'-6"

Field Drilled

Holes in Concrete

(Typ.)

13'-6"

1'-0"1'-0"

Patch as

Needed

1

(Typ.)

32

1

2

(Typ.)

Exist NB

Pier

1'-0"

3 Rows of 5

Proposed 14" ∅SEC Piles

1" Joint

Exist NB

Pier

Line "A"

Line "A"

A

A

Field Drilled

Holes in Concrete

(Typ.)

S

k

e

w

Field Drilled Holes in Concrete (Typ.)

Existing Treated Timber Piles

Proposed 14" ∅SEC Piles (Typ.)

1

6

°

2

8

'

0

0

"

(Typ.)

Pier

SECTION A-A

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

TYPICAL SOUTHBOUND PIER ELEVATION

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

TYPICAL SOUTHBOUND PIER CAP PLAN

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

TYPICAL SOUTHBOUND PIER FOOTING PLAN

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


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

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

8 9

0501212

PIER DETAILS

I-65 OVER CSX R.R.

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 3 & 4 - I-65 over CSX Railroad\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

I65-050-02226 DNBL & DSBL

1601732 & 1601733

-

R-28940

9 9

0501212

BRIDGE SUMMARY TABLE

I-65 OVER CSX R.R.

INDIANA


bridge rehabilitation plans - indiana · 13.71 mi. 14.25 mi. bridge rehabilitation twin continuous...

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