I-65 0501212 A.D.T. (2039) D.H.V. (2039) 50% 1 2 Appenddices... · PDF fileSTANDARD...

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Transcript of I-65 0501212 A.D.T. (2039) D.H.V. (2039) 50% 1 2 Appenddices... · PDF fileSTANDARD...

  • Scale 1" = 5000'

    PROJECT DESIGNATION

    CONTRACT

    INDIANA DEPARTMENT OF TRANSPORTATION DATE

    DATE

    PHONE NUMBER

    FOR LETTING:

    APPROVED

    CERTIFIED BY:

    PREPARED BY:

    PLANS

    PROJECT LOCATION SHOWN BY

    LOCATION MAP

    PROJECT

    DESIGNATION

    CONTRACT

    of

    SHEETSSURVEY BOOK

    BRIDGE FILE

    BRIDGE FILE

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

    UNITEDConsulting

    [INDIANA DEPARTMENT OF TRANSPORTATION

    STANDARD SPECIFICATIONS DATED 2016 TO BE

    USED WITH THESE PLANS]

    P.E.

    CONST.

    FOR SPANS OVER 20 FEET

    INDIANA DEPARTMENT

    OF TRANSPORTATION

    INTERSTATE 65

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

    OVER I-65

    BRIDGE REHABILITATION PLANS

    PROJECT NO. 0501212

    -

    SEE GENERAL PLANR-28940

    0501212

    R-28940 0501212

    -

    SEE GENERAL PLAN

    1 9

    PROJECT NO. 0501212

    R-28940

    Part 13 of 14

    UNITED CONSULTING 317-895-2585

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

    JACKSON COUNTY

    DESIGN DATA

    TERRAIN

    RURAL/URBAN

    70 M.P.H.

    TRUCKS

    FUNCTIONAL CLASSIFICATION

    DESIGN SPEED

    DIRECTIONAL DISTRIBUTION

    D.H.V. (2039)

    A.D.T. (2039)

    A.D.T. (2019)

    TRAFFIC DATA*

    PROJECT DESIGN CRITERIA

    ACCESS CONTROL

    38% A.A.D.T.

    2,740 V.P.H.

    31,320 V.P.D.

    34,310 V.P.D.

    I-65

    PARTIAL RECONSTRUCTION 4R (FREEWAY)

    INTERSTATE

    RURAL

    LEVEL

    FULL

    50%

    29% D.H.V.

    PROJECT LOCATION

    I65-052-04254 B

    PROJECT LOCATION

    I65-052-05042 A

    PROJECT LOCATION

    I65-053-04650 A

    PROJECT LOCATION

    31A-36-04655 C

    PROJECT LOCATION

    I65-057-04657 A

    PROJECT LOCATION

    I65-058-04658 A

    PROJECT LOCATION

    I65-062-04659 A

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

    KIN DESIGNATION NUMBERS

    DESIGNATION DESCRIPTION

    1601732 & 1601733 I-65 OVER CSX RAILROAD

    1592538 & 1592536

    1592568 & 1592576

    1592575 & 1592589

    1592590 & 1592592

    1592595 & 1592594

    I-65 OVER MUTTON CREEK DITCH

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

    1592600 & 1592599

    I-65 OVER 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

  • Aggreagate for End

    Bent Backfill

    Dense Graded

    Subbase

    Epoxy Coated

    Threaded Bar

    8"

    Variable Depth

    Concrete Girder

    Slab

    Type 1A Joint

    6" Drain Pipe

    Reinforced Concrete

    Bridge Approach Slab

    1.50

    4

    1

    Polychloroprene

    Sheeting

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

    SEMI-INTEGRAL DETAIL

    4.00

    0.502.25 1.25

    Bearing

    Bent

    UTILITIES

    REVISIONS

    SHEET No. DATE REVISION

    SHEET NO. DESCRIPTION

    1 TITLE

    2 INDEX

    3 GENERAL PLAN - ENOS ROAD OVER I-65

    4 GENERAL PLAN - CR800 N OVER I-65

    5 GENERAL PLAN - REDDING ROAD OVER I-65

    6 GENERAL PLAN - SR 11 OVER I-65

    7 GENERAL PLAN - COUNTYLINE ROAD OVER I-65

    8 GENERAL PLAN - CR950 S OVER I-65

    9 GENERAL PLAN - CR650 S OVER I-65

    INDEXGENERAL NOTES

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

    DESIGNED:

    CHECKED:

    DRAWN:

    CHECKED:

    RECOMMENDED

    FOR APPROVAL

    DESIGN ENGINEER DATE

    SHEETS

    of

    VERTICAL SCALE

    HORIZONTAL SCALE

    CONTRACT

    BRIDGE FILE

    PROJECT

    DESIGNATION

    SURVEY BOOK

    CJD DJZ

    BSF CJD

    AS SHOWN

    AS SHOWN

    SEE GENERAL PLAN

    -

    -

    R-28940

    2 9

    0501212

    INDEX

    INDIANA

    DEPARTMENT OF TRANSPORTATION

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

    ConsultingUNITED

    NOTE TO REVIEWER:

    Layout and Substructure Detail sheets will be provided

    after award of the contract. The proposed scope of

    work has been identified on the General Plan sheet.

    The overpass bridge will be closed to traffic. A detour

    route will be prepared after award of the contract.

    AutoCAD SHX TextCall 811 or 800-382-5544

    AutoCAD SHX TextCALL TWO WORKING DAYS BEFORE YOU DIG

  • Enos Road

    Varies

    2'-3" to 7'-0"

    29'-6" Out to Out Coping

    0'-3"

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

    26'-0" Clear Roadway

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

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

    Limits of

    Surface

    Seal

    Limits of

    Surface

    Seal

    2'-4 1/2"

    Proposed Profile

    Grade

    2.0% Slope

    Variable Depth

    Latex Modified

    or Microsilica

    Concrete Overlay

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

    Lane Lane

    Partial and Full

    Depth Patching at all

    delaminated areas

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

    20'-6"

    Approach

    26'-0" Clear Roadw

    ay

    29'-6" O

    ut to O

    ut Coping

    12'-0" Lane

    12'-0" Lane

    Enos Road

    Pier No. 4Sta. 108+65.33

    Bent No. 5Sta. 109+03.16

    Pier No. 3Sta.108+00.00

    Bent No. 1Sta. 106+96.84

    Pier No. 2Sta. 107+34.67

    D

    G

    6 1/2"

    Pvm

    't

    Ledg

    e

    3'-0"

    Berm

    D

    B C

    B C

    B C

    B C

    H

    H

    H

    A

    A

    3'-0"

    Berm

    6 1/2"

    Pvm't

    Ledge

    G

    209'-0" Bridge Floor

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

    20'-6"

    Approach

    E

    E

    E

    E

    F

    F

    A

    A

    DESIGNED:

    CHECKED:

    DRAWN:

    CHECKED:

    RECOMMENDED

    FOR APPROVAL

    DESIGN ENGINEER DATE

    SHEETS

    of

    VERTICAL SCALE

    HORIZONTAL SCALE

    CONTRACT

    BRIDGE FILE

    PROJECT

    DESIGNATION

    SURVEY BOOK

    CJD DJZ

    BSF CJD

    AS SHOWN

    AS SHOWN

    I65-052-04254 B

    -

    -

    R-28940

    3 9

    0501212

    GENERAL PLAN

    ENOS ROAD OVER I-65

    INDIANA

    DEPARTMENT OF TRANSPORTATION

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

    ConsultingUNITED

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

    EXISTING TYPICAL SECTION

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

    Limits of Removal

    1'-10"

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

    PLAN VIEW

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

    the Indiana Department of Transportation as Bridge File

    I65-052-04254 A.

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

    check all dimensions and conditions in the field and report any

    discrepancies to the Engineer and assume responsibility for their

    correctness and fit of the new part to the old.

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

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

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

    coping and outer 6" of the underside of deck.

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

    will be updated for the proposed alignment for Final Deign.

    Surface mill the existing surface and perform hydro-demolition to

    remove any unsound concrete.

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

    depth patched.

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

    Remove and replace the reinforced concrete approach slabs.

    LEGEND

    A

    B

    C

    D

    E

    F

    G

    H

    GENERAL NOTES

    Patch piers, superstructure and undersides of deck as necessary to

    repair all delamination and spalling.

    Remove and replace existing overlay

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

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

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

    (See sheet 2).

    Place a variable depth latex modified or micro silica concrete deck

    overlay

    DESIGN DATA

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

    Standard Specifications for Highway Bridges 17th Edition and all

    Subsequent Interim Specifications.

    ULTIMATE DESIGN STRESSES

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

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

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

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

    CO