Scale 1" = 3000'

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

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

I65 OVER DENOIS CREEK

BRIDGE REHABILITATION PLANS

PROJECT NO. 0501212

R-28940 0501212

1383528 & 1383529

I65-065-04663 BNBL & BSBL

1 4

PROJECT NO. 0501212

R-28940

Part 14 of 14

UNITED CONSULTING 317-895-2585

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 30\Title.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

BARTHOLOMEW 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

I65-065-04663 BNBL

I65-065-04663 BSBL

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 EAST FORK OF WHITE RIVER, OVERFLOW NO. 2

I-65 OVER EAST FORK OF WHITE RIVER, OVERFLOW NO. 3

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

PROJECT DESIGNATION

CONTRACT

STATIONSPAN AND SKEW OVER

INDEX

TYPESTRUCTURE

BRIDGE FILE

BRIDGE REHABILITATION

TWIN CONTINUOUS

REINFORCED CONCRETE SLAB

BRIDGES

1383528 & 1383529

I65-065-04663 BNBL & BSBLR-28940

0501212

STA. 3037+75 "A"I-65 OVER DENOIS CREEKI65-065-04663 BNBL

I65-065-04663 BSBL

3 SPANS:

27'-6", 36'-8", 27'-6"

SKEW: 0°

This Bridge Rehabilitation is on Interstate 65 over Denois Creek

Located in Section 3, of Township 8 North, Range 5 East, Columbus Township,

in Bartholomew County Indiana.

UTILITIES

REVISIONS

SHEET No. DATE REVISION

SHEET NO. DESCRIPTION

1 TITLE

2 INDEX

3 MAINTENANCE OF TRAFFIC

4 GENERAL PLAN - I-65 OVER DENOIS CREEK

INDEXGENERAL NOTES

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 30\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 NOTED

AS NOTED

I65-065-04663 BNBL & BSBL

1383528 & 1383529

-

R-28940

2 4

0501212

INDEX

I-65 OVER DENOIS CREEK

INDIANA

DEPARTMENT OF TRANSPORTATION

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

ConsultingUNITED

NOTE TO REVIEWER:

Layout sheet will be provided after award of the

contract. The proposed scope of work has been

identified on the General Plan sheet.

42'4' Out to out Coping 22'-10 112· 22'-10 112·

1'-7 1/2" 39'-6" Clear Roadway l'-7 l/2" 1'-7 112·

2'-0"

1'-0"

~ 11'-0" 11'--0" ~I~ Bl:,

-~ ' _ I 1 ' - 11'-0" - ' 1

:t {]. {]. I I II I~ L :_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-_-_-_-_-_-_-_~----_-_-_-_-_~_-_-_-~ -J

I-65 Southbound PHASE 1

42'~ Out to out Coping 22'-10 112· 22'-10 112·

1'-7 1/2" 39'-6" Clear Roadway 1'-7 l/2" 1'-7 l/2"

2'-0"

1'-0" r-;- 11'-0" 11'--0"

~I~ ~ - ~ ' I I ' 11'-0" - ' I

:t {]. {]. I I II li' L :---~------_-_-_-_-:_-_-_-_-_-_-_-_-_-_-_-_-~ :_~_-_-_-_-_-_-_-_-_-~ _ J

I-65 Southbound PHASE 2

42'~ Out to out Coping 22'-10 112· 22'-10 112·

1'-7 1/2" 39'-6" Clear Roadway 1'-7 1/2" 1'-7 l/2"

12'--0" 12'-0" 2'--0" 2'-0"

n L _~---~_-_-_-_-_-_-_-_-_-_-_-_-_ ~ _ :_ -- -- --- --- -_-_-_-:_ -- -_ J

I-65 Southbound PHASE 3

42'~ Out to out Coping 22'-10 112· 22'-10 112·

1'-7 1/2" 39'-6" Clear Roadway 1'-7 l/2" 1'-7 l/2"

2'-0"2'-0'fl 12'-D" 4 1-10,. I

1 n D lf \ --- -- I L-----------------------------------------~

I " ........ I-65 Southbound PHASE 4

~~!Q 1625 N. Post Road RECOMMltlDBl

FOR APPROVAL Indtanapolis, IN 46219 Phone 317-895-2585 Fax 317-895-2596 DESIGNED: CJD

www.ucindy.com OiEO<ED: BSF

File Name: P:\ClD\MK16-<165\Bridge\Bridge str 30\MOT.dwg Plot Date: 5/3/2017 PlotU:d By: Jones, Richard S.

42'-9" out to out Coping

39'~" Clear Roadway l'-7 1/2"

2r-o" 2•-on 12'--0" 2'-()"

~ n fr f

I-65 Northbound

42'-9" out to out Coping

39'~" Clear Roadway l'-7 1/2"

4'-1011 12'--011 eZ'-0" 2'--0"

~ fr n f \ =============~= =" I L-----------------------------------------~

I-65 Northbound

42'-9" out to out Coping

39'~" Clear Roadway 1'-7 1/2"

l'-0" 1'--0" r-;- 11'--0" 11•-o• 11'--0" ~

~ D- n II II 1 \ '====~~~~~~""="'=~~~~~~~~~~~~d I L-----------------------------------------~

I-65 Northbound

42'-9" out to out Coping

39'~" Clear Roadway l'-7 1/2"

2'--0"

1'-0" 1'--0" u~· 1'--0" r-;- 11'--0" ----;-i 11'-0" 11'--0" ~

~ D n fr fr f \ I L-----------------------------------------~

I-65 Northbound

DESIGN ENGINEER DATE

INDIANA DEPARTMENT OF TRANSPORTATION

DRAWN: DJZ

OiEC<Bl: BSF

MAINTENANCE OF TRAFFIC 1-65 OVER DENOIS CREEK

HORIZONTAL SC'ALE BRIDGE FILE 3/16" = 1'--0" 165-065-04663 BNBL & BSBL

VERTICAL SC'ALE DESIGNATION

3/16" = 1'--0" 1383528 & 1383529

SURVEY BOOK SHEETS

3 lof I 4 CONTRACT PROJECT

R-28940 0501212

℄ Pier 3

Sta. 3037+93.33

℄ Bent 4

Sta. 3038+20.83

℄ Pier 2

Sta. 3037+93.33

℄ Bent 1

Sta. 3038+20.83

27'-6" C-C Brg. 27'-6" C-C Brg.36'-8" C-C Brg.

93'-2" Out to Out Bridge Floor

27'-6" C-C Brg. 27'-6" C-C Brg.36'-8" C-C Brg.

93'-2" Out to Out Bridge Floor

42'-9" O

ut O

ut Coping

39'-6" Clear Roadw

ay

42'-9" O

ut O

ut Coping

39'-6" Clear Roadw

ay

20'-6" R.C.

Approach

20'-6" R.C.

Approach

A

A

B C

B C

E

DD

E

DD

F

F

F

F

G G

G G

NORTHBOUND I-65

SOUTHBOUND I-65

22'-10 1/2"

22'-10 1/2"

Line "A"

42'-9" Out to Out Coping

39'-6" Clear Roadway

5'-6"12'-0"12'-0"10'-0"

1'-7 1/2"1'-7 1/2"

Limits of

Surface Seal

Profile Grade

Variable Depth Latex Modified

or Microsilica Concrete Overlay

(1 1/2" Min.)

Partial and Full

Depth Patching at all

delaminated areas

Limits of

Surface Seal

3"

3/8"

Circular Crown

22'-10 1/2"

Line "A"

Northbound

Symmetrical

about Line "A"

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 BSF

AS NOTED

AS NOTED

I65-065-04663 BNBL & BSBL

1383528 & 1383529

-

R-28940

4 4

0501212

GERERAL PLAN

I-65 OVER DENOIS CREEK

INDIANA

DEPARTMENT OF TRANSPORTATION

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

ConsultingUNITED

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

PLAN

TWIN CONTINUOUS REINFORCED

CONCRETE SLAB BRIDGES

3 SPANS: 27'-6", 36'-8", 27'-6"

39'-6" CLEAR ROADWAYS

NO SKEW

I-65 OVER DENOIS CREEK

LEGEND

B

C

A

D

Surface mill the existing bridge deck and perform hydro-demolition to remove

any unsound concrete.

All delaminated areas of bridge deck shall be partial or full depth patched.

Remove and replace the existing overlay.

Remove existing bridge joint expansion material and replace with

E

GENERAL NOTES

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

the Indiana Department of Transportation as Bridge File

I65-065-04663 ANBL & ASBL.

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

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.

Limits of Removal

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

Place a variable depth latex modified or micro silica concrete deck overlay.

File Name: P:\C3D\MK16-465\Bridge\Bridge Str 30\GP STR 30.dwg Plot Date: 4/25/2017 Plotted By: Zola, David

Structural Expansion Joint Sealing System.

Patch piers, superstructure and underside of deck as necessary to repairG

all delamination and spalling.

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

TYPICAL SECTION

(Northbound Shown)