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