HomeMy WebLinkAbout4. Norfolk Southern Rail Road Bridge_COA 2021-0902STAFF REPORT
CONCERNING APPLICATION FOR A
CERTIFICATE OF APPROPRIATENESS
Date: September 14, 2021
Application Number: 2021-0902
Property Location: Norfolk Southern Railroad Trestle Bridge
Architectural Style/Date/Architect or Builder: Trestle Bridge / ~1927
Property Owner: City of South Bend
Landmark or District Designation: Local Landmark, Ordinance #9234-
01
Rating: Outstanding
DESCRIPTION OF STRUCTURE/ SITE : A rail bridge at this location is believed to have been originally
constructed in the mid 1890's by the Indiana, Illinois and Iowa Railroad, otherwise known as the Chicago
Indiana Southern. This rail company (most commonly referred to as the Three I's) arrived in South Bend in
the mid 1800's. It is believed that the line running north through the west portion of South Bend curving to run
parallel with Angela Street and ending at Notre Dame University was erected in the late 1880's or early 1890's.
By 1895 that the Portage Avenue Bridge over the I. I. & I. R.R. was widened for ease of travel. By 1917 the
line and bridge had been sold to the Michigan Central Railroad who owned the line until it was taken over by
the New York Central. It is unknown whether Michigan Central or New York Central Railroad was
responsible for demolishing the original bridge and replacing it with the new bridge in 1927. The bridge
changed hands several more times before rail operations ceased. The structure is spans across the St. Joseph
River, just north of the Angela Street Bridge in South Bend, Indiana. This is a deck plate girder bridge with
four concrete supports, iron girder and plate deck.
ALTERATIONS: N/A
APPLICATION ITEMS: “The proposed project will convert the existing railroad bridge to a pedestrian bridge.
The project will rehabilitate the bridge deck, superstructure, substrstuction and foundation. A new concrete deck
with 14 foot clear roadway width will be placed on the existing beams. Pedestrian hand rail will be installed on
new deck. Scour countermeasures consisting of Class 1 riprap will be placed at each of the piers to protect the
foundations. A copy of the current design plans are attached to this application.”
DESCRIPTION OF PROPOSED PROJECT: The applicant has requested approval to:
1. Remove existing:
a. Rails and ties from the bridge top,
b. Timber fenders from around the piers,
c. Any debris that has accumulated on the substructure or around the piers,
2. Rehabilitate existing:
a. Steel girders, by cleaning and repainting,
b. Piers, by cleaning and patching the scaling and spalling, as well as epoxying cracks exhibiting
efflorescence,
3. Construct/Add:
a. New concrete beam seats with elastomeric bearing pads (to replace existing seal bearing assemblies),
b. Concrete deck with 14’ clear ‘roadway’ atop the new beam seats/pads with a pedestrian handrail on
either side of the deck,
c. Overlooks on both sides at piers 3 and 6,
d. 75’ linear feet of Class I riprap as scour countermeasures, distributed around the piers,
This project entails extensive modifications to what is currently an unused and derelict bridge. This is one
component of the larger “Coal Line Trail” project, linking the university campuses north of South Bend to the near
west side of South Bend on a former rail line. Opportunities for interpretive signage will be discussed internally
with City of South Bend stakeholders following the completion of the project.
STANDARDS AND GUIDELINES: Local Landmark – Group B
The Commission has the authority to determine the architectural merits and the extent of any proposed treatment, renovation, or addition to a
historic landmark. The commission will require drawings, plans, specifications, and/or samples where appropriate.
A. Maintenance
The maintenance of any historical structure or site shall in no way involve any direct physical change except for the general cleaning and
upkeep of the landmark. The Commission shall encourage the proper maintenance of all structure or sites (appendix A: Minimum
Maintenance Standards).
B. Treatment
Treatment shall be defined as any change of surface materials that will not alter the style or original form. Such improvements include re-
roofing, glazing, or landscaping lawns and may involve a change that can potentially enhance or detract from the character of the landmark.
A treatment change of any surface whether on the landmark or in its environment may require a Certificate of Appropriateness if it
significantly alters the appearance of the landmark. Although these kinds of changes may not require a Building Permit, a Certificate of
Appropriateness may be necessary. The commission should review the proposed treatment for character and style consistency with the
original surfaces.
C. Renovation and Additions
Renovation is the modification of a structure, which does not alter the general massing while an addition, is a change in mass. A
modification, which involves the removal of a part of the landmark, should be considered under demolition (see demolition).
Additions to landmarks should not detract from the original form and unity of the landmark and should not cover singular examples
of architectural detail. Additions to landmarks should be added in a manner that does not disrupt the visible unity of overall
appearance of the site. The proportions, materials and ratios of the existing structures should be carried through in the additions.
Care should be taken not to change or alter the following:
1. Structure—–Necessary s tructural improvements, where safety demands should be accomplished in such a way as to
cause minimal visual change to the original style and construction.
2. Material—Additions and improvements involving any new material in the landmark should be of the same material as
the original. It should be the same size and texture. An alternative material may be allowed if it duplicates the original.
a. wood—all wood trim should conform with existing trim in shape and size.
b. siding materials—the Commission discourages the covering or alteration of original materials with additional
siding. Structures already sided with incompatible materials should be returned to a siding similar to the original
when renovation is considered.
D. Demolition
Historic landmarks shall not be demolished. When a landmark poses a threat to the public safety, and demolition is the only alternative,
documentation by way of photographs, measured drawings, or other descriptive methods should be made of both the exterior and interior of
the landmark. The person or agency responsible for demolition of the landmark shall be responsible for this documentation.
E. Moving
The moving of landmarks is discouraged, however, moving is preferred to demolition. When moving is necessary, the owner of the
landmark must apply to the Commission for a Certificate of Appropriateness.
F. Signs
No neon or flashing signs will be permitted unless they are original to the structure. Billboards and super-graphics will also be disallowed.
Only one appropriate identifying sign will be permitted per business.
G. Building Site and Landscaping
(These standards apply to both A and B)
1. Required
Major landscaping items, trees, fencing, walkways, private yard lights, signs (house numbers) and benches which reflect the
property’s history and development shall be retained. Dominant land contours shall be retained. Structures such as: gazebos, patio
decks, fixed barbecue pits, swimming pools, tennis courts, green houses, new walls, fountains, fixed garden furniture, trellises, and
other similar structures shall be compatible to the historic character of the site and neighborhood and inconspicuous when viewed
from a public way.
2. Recommended
New site work should be based upon actual knowledge of the past appearance of the property found in photographs, drawings, and
newspapers. Plant materials and trees in close proximity to the building that are causing deterioration to the buildings historic
fabric should be removed. However, trees and plant materials that must be removed should be immediately replaced by suitable
flora. Front yard areas should not be fenced except in cases where historic documentation would indicate such fencing appropriate.
Fencing should be in character with the buildings style, materials, and scale.
3. Prohibited
No changes may be made to the appearance of the site by removing major landscaping items, trees, fencing, walkways,
outbuildings, and other elements before evaluating their importance to the property’s history and development. Front yard areas
shall not be transformed into parking lots nor paved nor blacktopped. The installation of unsightly devices such as TV reception
dishes and solar collectors shall not be permitted in areas where they can be viewed from public thoroughfares.
SITE VISIT REPORT: N/A
STAFF RECOMMENDATION: Staff recommends approval.
Prepared by
Adam Toering, Historic Preservation Administrator
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov
MAP OF THE AREA - Google Maps view of the subject area.
SUBJECT AREA (looking North East) - Photo of the bridge, September 13, 2021.
5
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov
SUBJECT AREA (looking SOUTH-SOUTH EAST) - September 13, 2021.
SUBJECT AREA (looking SOUTH EAST) - September 13, 2021
5
HISTORIC PRESERVATION COMMISSION
OF SOUTH BEND AND ST. JOSEPH COUNTY
County—City Building, South Bend, IN 46601
http://www.VRXWKEHQGLQJRYJRYHUQPHQWGHSDUWPHQWFRPPXQLW\LQYHVWPHQW
Phone: 574/235. Fax: 574/235.
Email: KSFVEVMF#VRXWKEHQGLQJRY
A Certified Local Government of the National Park Service Elicia Feasel, +LVWRULF3UHVHUYDWLRQ
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OFFICE USE ONLY>>>>>>DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX<<<<<<OFFICE USE ONLY
Date Received: ____________________ Application Number: ____________—___________________________________
Past Reviews: YES (Date of Last Review) _____________________________ NO
Staff Approval authorized by: _________________________________________________________ Title: __________________________
Historic Preservation Commission Review Date: __________________________________________________________________________
Local Landmark Local Historic District (Name) ________________________________________
National Landmark National Register District (Name) _____________________________________
Certificate Of Appropriateness:
Denied Tabled Sent To Committee Approved and issued: _____________________
Address of Property for proposed work: ________________________________________________________________________
(Street Number—Street Name—City—Zip)
Name of Property Owner(s): __________________________________________________ Phone #: ______________________
Address of Property Owner(s): _______________________________________________________________________________
(Street Number—Street Name—City—Zip)
Name of Contractor(s): _______________________________________________________ Phone #: ______________________
Contractor Company Name: __________________________________________________________________________________
Address of Contractor Company: ______________________________________________________________________________
(Street Number—Street Name—City—Zip)
Current Use of Building: _____________________________________________________________________________________
(Single Family—Multi-Family—Commercial—Government—Industrial—Vacant—etc.)
Type of Building Construction: ________________________________________________________________________________
(Wood Frame—Brick—Stone—Steel—Concrete—Other)
Landscape New Replacement (not in-kind) Demolition Proposed Work: (more than one
box may be checked)
Description of Proposed Work: _______________________________________________________________________________
___________________________________________________________________________________________________________
___________________________________________________________________________________________________________
___________________________________________________________________________________________________________
Owner e-mail: __________________________________ and/or Contractor e-mail: ___________________________________
X _______________________________________________ and/or X _______________________________________________
Signature of Owner Signature of Contractor
By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable.
—APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE—
APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS
Coal Trail Railroad Bridge over the Saint Joseph River
City of South Bend (Kyle Silveus)574 235 - 9083
227 West Jefferson Boulevard, Suite 1316, South Bend, Indiana 46601
Michael Oliphant 317-895-2585
United Consulting
8440 Allison Pointe Boulevard, Suite 200, Indianapolis, IN 46250
Abandoned railroad bridge
Steel and Wood
The proposed project will convert the existing railroad bridge to a pedestrian bridge.
The project will rehabilitate the bridge deck, superstructure, substrstruction and foundation. A new concrete deck with 14 foot clear roadway width will be placed on the existing beams.
Pedestrian hand rail will be installed on new deck. Scour countermeasures consisting of Class I riprap will be placed at each of the piers to protect the foundations. A copy of the current design plans
are attached to this application.
Certificate of Appropriateness application
Written description of the project (materials to be used, scale, dimensions, construction methods, altera-
tions, etc.)
Materials to be used (Supplemented with manufactures’ brochures and specifications)
Site Plan showing existing buildings & structures and proposed project (for new construction, additions,
paths, terraces, patios, fences)
Photographs
Blueprints/Drawings
Application fee - $20.00 TO ENSURE YOUR APPLICATION CAN BE PROCESSED IN A TIMELY MATTER WITHOUT DELAY,
PLEASE INCLUDE THE FOLLOWING DOCUMENTATION WHEN APPROPRIATE: X
X
X
X
X
X
Project Description
An existing seven span riveted plat girder bridge carried the former Coal Line Railroad over the St. Joseph
River. The existing structure was constructed in 1926 and is 327 feet in length. According to information
obtained from the City of South Bend Engineering Department, the Coal Line Railroad Bridge was taken out of
service after the railroad had concerns the foundations may have settled. An apparent dip in the track is
evident in Spans 5 and 6 along the south side of the bridge. An inspection of the bridge was conducted by
United Consulting on May 9, 2016. After evaluating the field survey data and completing the visual inspection
of the bearing assemblies, it was determined the apparent dip in the deck could be attributed to excessive
pack rust that has developed at locations where multiple shim plates were used in the bearings. The shim
plates on the north side of the bridge were found to have more pack rust in comparison to the bearings on the
south side of the bridge. This is likely due to the south side of the bridge receiving more direct sunlight which
has kept the bearings drier and slowed the corrosion. The difference in the top of beam elevations from the
north to the south side of the bridge correlate closely with the difference in pack rust from each side of the
bridge. It is recommended the steel bearings be eliminated throughout the structure and elastomeric bearing
pads be used on reconstructed concrete beam seats.
The following is a summary of the major items that are anticipated for this bridge rehabilitation project:
Bridge Deck and Superstructure:
The existing rails and timber railroad ties will be removed.
Existing steel girders will be cleaned and painted.
New concrete deck with 14 foot clear roadway width will be placed on the existing beams.
Pedestrian hand rail will be installed on new deck.
Overlooks will be constructed on both sides at Piers 3 and 6.
Substructure and Foundation:
New concrete beam seats with elastomeric bearing pads are recommended to replace the existing
steel bearing assemblies. This work can be completed by temporarily supporting the steel
superstructure.
The bent and pier caps will be raised to accommodate the proposed elastomeric bearing pads.
The scaling and spalling in the piers will be cleaned and patched.
The cracks with efflorescence in the piers and pier caps will be epoxy injected.
The timber fenders around the piers will be removed to eliminate trapped debris.
Any debris currently trapped on the substructure will be removed.
Scour and Scour Countermeasures:
Scour countermeasures consisting of Class I riprap will be placed at each of the piers to protect the
foundations. Approximately 75 linear feet of this riprap will be below the ordinary high water mark (OHWM) of
the St. Joseph River.
Project Photos
Looking Downstream at Channel from Bridge
Looking Upstream at Channel from Bridge
NAR 4/22/20JDS 4/22/20
Looking Upstream at Bridge from Channel
Looking Downstream at Bridge from Channel
NAR 4/22/20JDS 4/22/20
P.O.T.45+52.07 "PR-CLT 2"
End Project 1401811
WILBER ST.DIAMOND AVE.W. ANGELA BLVD.
LIN
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.N. MICHIGAN ST.363534
123RIVERSIDE DR.PHASE II
P.O.T.10+00.00 "PR-CLT 2"
Begin Project 1401811
Coal Line Trail over
St. Joseph River
Project Location
SHEETS
of
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
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1401811File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Title Sheet.dwg Plot Date: 7/23/2021 Plotted By: David ZolaScale 1" = 1,000'
PROJECT DESIGNATION
CONTRACT
INDIANA DEPARTMENT OF TRANSPORTATION DATE
DATE
PHONE NUMBER
FOR LETTING:
APPROVED
CERTIFIED BY:
PREPARED BY:
PLANS
BRIDGE FILE
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2020
TO BE USED WITH THESE PLANS
INDIANA DEPARTMENT
OF TRANSPORTATION
BRIDGE REHABILITATION PLANS
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R-38065
1401811
Bridge Length:
Trail Length (Phase II):
Net Length:
Maximum Grade:
0.062 MI.
0.067 MI.
4.74 %
PROJECT LOCATION MAP
CITY OF SOUTH BEND
Bridge Rehabilitation of abandoned Norfolk Southern Railroad Bridge over St. Joseph
River, Located in Section 35, Township 38 North, and Section 2, Township 37 North,
Range 2 East, Portage Township, City of South Bend, St. Joseph County, Indiana.
T 38 N
T 37 NT 38 N
T 37 N
86°15'47" WLATITUDE:41°41'38" N LONGITUDE:
PROJECT LOCATION SHOWN BY
KIN DESIGNATION NUMBERS
ROADWAY
1401811 Coal Line Trail Phase II
BRIDGE
Bridge Over St. Joseph River
(PHASE II) P.E.
FOR SPANS OVER 20 FEET
PROJECT NO. 1401811
COAL LINE TRAIL OVER ST. JOSEPH RIVER
STATIONSPAN AND SKEW OVER
INDEX
TYPESTRUCTURE
COMBINATION:
ROLLED STEEL &
RIVETED PLATE
GIRDERS
COAL LINE TRAIL
7 SPANS:
28'-8", 59'-11 5/8", 60'-4 3/4",
43'-7 3/4", 49'-1 1/4",
49'-1", 39'-4 3/4"
SKEW: 0°
12+34.75
"PR-CLT 2"
1401811
ST. JOSEPH
RIVER
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
R 2 E
R-38065PART 2 OF 2KYLE W. SILVEUS, P.E.
TOY VILLA
GARY A. GILOT
JORDAN V. GATHERS
JOSEPH R. MOLNAR
LINDA M. MARTIN
THERESE J. DORAU
CITY OF SOUTH BEND
APPROVED BY BOARD OF PUBLIC WORKS
DATE
CITY ENGINEER
CONSTRUCTION
APPROVED BY CITY STAFF
DATE
PRESIDENT
MEMBER
MEMBER
MEMBER
CLERK
MEMBERELIZABETH A. MARADIK
KARA M. BOYLES, Ph.D., P.E.
ADMINISTRATION & DESIGN (ERC)
SHEET NO.DESCRIPTION
1 TITLE SHEET
2 INDEX
3 TYPICAL SECTIONS
4 PLAN & PROFILE - LINE "PR-CLT 2"
5 LAYOUT
6-8 GENERAL PLAN
9-11 BENT DETAILS
12-18 PIER DETAILS
19-25 FRAMING PLAN
26 STEEL REMOVAL DETAILS
27 BEARING DETAILS
28-34 SUPERSTRUCTURE DETAILS
35 RAILING DETAILS
36-38 SCREED DETAILS
39 BRIDGE SUMMARY
SHEET NO.DATE REVISION
SHEET NO.DESCRIPTION
UTILITIES
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Index & General Notes.dwg Plot Date: 7/23/2021 Plotted By: David ZolaREVISIONS
INDEXGENERAL NOTES
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
N/A
N/A
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1401811
INDEX
INDIANA
DEPARTMENT OF TRANSPORTATION8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
SEE PLAN SET PART 1 OF 2
FOR UTILITY INFORMATION
Existing Ground
Existing Ground
F1
1.5%
1.5%
3:1
3:1
6:1
Varie
s
,
3
:
1
M
a
x
Line "PR-CLT 1"
Line "Portage W Access"
6'-0"2'-0"6'-0"2'-0"Varies
Profile Grade
F1Profile Grade
2'-0"6'-0"6'-0"2'-0"Varies
Subgrade Treatment Type III
Subgrade Treatment Type V
TYPICAL SECTION - LINE "PR-CLT 1"
From 37+89.40 To 42+92.05 "PR-CLT 1"
Existing Ground
Existing Ground
F1
1.5%
3:1
3:1
Line "PR-CLT 1"
6'-0"2'-0"6'-0"2'-0"Varies
Profile Grade
Subgrade Treatment Type V
TYPICAL SECTION - LINE "PR-CLT 1"
From 14+64.56 To 37+89.40 "PR-CLT 1"
From 42+92.05 To 50+21.53 "PR-CLT 1"
Existing Ground
Existing Ground
3:1
3:1
Varies
27
27
27
Exi
s
t
i
n
g
G
r
o
u
n
d
F1
1.5%
Line "PR-CLT 1"
6'-0"2'-0"6'-0"
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 1"
From 10+38.75 To 14+64.56 "PR-CLT 1"
Existing GroundGrade
Varies
Varies
26
5'-0"
O
O
6:1 6:1
O O
O
O
6:1
6:16:1
O
F1
1.5%
Line "PR-CLT 2"
5'-0"2'-0"5'-0"
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 2"
From 35+75.00 To 37+75.00 "PR-CLT 2"
From 39+13.00 To 40+42.00 "PR-CLT 2"
Existing Ground
℄
Varies
Existing Curb and Gutter
O
6:1
6:16:1
O
2'-0"
Existing Ground
Proposed Retaining Wall
LEGEND
Multi-Use Path
140 #/Sys HMA Surface, Type "A" on
220 #/Sys HMA Intermediate, Type "A" on
6" Compacted Aggregate, No. 53, Base
Compacted Aggregate, No. 53
Nursery Sodding
F1
26
0
Seeding27
27
27
27
27
F1
1.5%
Line "PR-CLT 2"
5'-0"2'-0"5'-0"
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 2"
From 40+42.00 To 45+52.07 "PR-CLT 2"
Varies
O
6:1
Existing Ground
Existing Ground
Existing Roadway
3:1
3:1
27
27
26
Existing Ground
Existing Ground
F1
1.5%
3:1
3:1
Line "PR-CLT 2"
6'-0"2'-0"6'-0"2'-0"Varies
Profile Grade
Subgrade Treatment Type V
TYPICAL SECTION - LINE "PR-CLT 2"
From 10+00.00 To 10+70.71 "PR-CLT 2"
From 14+01.40 To 35+75.00 "PR-CLT 2"
From 37+75.00 To 39+13.00 "PR-CLT 2"
Existing Ground
Existing Ground
3:1
3:1
Varies
O
O
6:16:1
27
27
27
27
15
2'-0"
Existing Roadway
Ex. Curb
and Ground Ex. GradeEx. Grade
Saw Cut
6" Dense Graded Subbase
Combination Curb and Gutter, Type B15
(City of South Bend)
Concrete Header
℄
℄
℄
℄
℄
℄
15
11'-0"11'-0"11'-0"11'-0"11'-0"2'-0"
1'-0"
11'-0"11'-0"11'-0"1'-6"
1'-0"
Ex. Curb
and Ground
1'-6"
Saw Cut
6" Dense Graded Subbase
Concrete Header
Existing Ground
3:1
27
5'-0" Min
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Typical Sections.dwg Plot Date: 7/23/2021 Plotted By: David ZolaDESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
WRC WRC
NOT TO SCALE
NOT TO SCALE
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1401811
TYPICAL SECTIONS
INDIANA
DEPARTMENT OF TRANSPORTATION
FOR INFORMATION ONLY
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
660
665
670
675
680
685
690
660
665
670
675
680
685
690
682.15682.1682.18682.5682.22662.4682.25659.5682.29652.1682.32649.8682.36661.1682.39662.6682.43681.1682.51682.4681.70680.8681.02680.7-2.50%+0.25%+0.07%
10+00 11+00 12+00 13+00 14+00 15+00
PVI STA. = 15+25.00
PVI ELEV. = 681.00
V.C. = 100'
Existing Ground
Profile GradeExisting Ground
Profile Grade
Begin Profile
Sta. 10+00.00 "PR-CLT 2"
Elev. 682.15
682.54
+63.43
682.45
+28.01
Q100 WSEL
El. 674.43'
O.H.W.M.
El. 665.00'
Riprap Class I
over Geotextiles
Pedestrian Rail (TBD)
5.6' X 18.1' BOX CULVERT
18" RCP
12" RCP
1
2
"
R
C
P 10" VCP10"
V
C
P
24" RCP12" VCP(asphalt)(concrete)(concrete)
(gravel/grass)
(grass)(grass)(concrete)(asphalt)(concrete)(grass)
(water)
(water)
(trees)
(trees)
(asphalt)
(asphalt)(gravel)(gravel)(gravel)
(trees)
(trees)RIVERSIDE DRIVENORTH SHORE DRIVEST. JOSEPH RIVER146+40.2 47.7' WARNING SIGN146+24.2 51.4' C.L.T.F. COR.146+40.8 65.3' LIGHT POLE146+50.2 79.9' C.L.T.F. COR.146+69.8 90.8' WARNING SIGN147+12.3 41.2' PWP147+13.9 44.2' NO DUMPING SIGN147+08.5 43.5' TRAIL RULES SIGN147+49.8 37.4' 18" TREE147+38.9 33.3' 28" TREE147+36.1 22.0' 30" TREE147+54.1 39.6' 10" TREE147+56.0 34.2' 10" TREE147+55.9 58.3' 20" TREE147+52.8 58.6' 10" TREE147+55.7 52.8' 10" TREE147+41.2 65.1' END HANDRAIL147+53.0 98.7' HANDRAIL147+57.4 123.0' BENCH147+58.6 122.7' INLET147+21.7 0.9' GATE147+22.1 5.5' END RAILRD. TIE147+32.0 7.4' BRIDGE SEAT147+28.5 10.5' END HEADWALL150+62.7 6.3' END RAILRD. TIE150+25.9 9.5' END C.L.T.F.150+30.1 15.9' C.L.T.F.150+26.9 25.9' 32" TREE150+49.5 8.4' RETAINING WALL150+53.5 18.1' END RETAINING WALL150+68.7 21.0' C.L.T.F.150+83.9 20.6' 30" TREE150+79.4 28.8' 28" TREE150+66.2 34.1' 18" TREE150+92.2 62.1' 30" TREE150+86.9 27.3' GAS MARKER POST150+88.8 24.8' STEEL POST150+87.7 25.0' WOOD POST150+80.1 2.6' EDGE OF WOODS150+89.2 41.7' TELE. PED.150+80.1 44.7' TELE. PED.150+90.5 56.2' EDGE OF WOODS151+38.2 34.0' 30" TREE151+41.8 57.9' 24" TREE151+70.4 35.9' END HEADWALL151+69.0 29.9' END HEADWALL151+70.0 31.7' END 18" RCP151+98.8 5.3' EDGE OF WOODS146+05.7 14.5' INLET146+45.0 13.1' CURB INLET146+44.9 24.4' SIGN146+41.7 28.4' LIGHT POLE145+99.2 88.6' DIRECTION SIGN146+61.8 23.4' TRAF. SIG. CONT. BOX146+55.1 36.5' COLUMN146+54.9 37.7' END HANDRAIL146+46.8 66.5' END HANDRAIL146+46.7 67.7' COLUMN146+46.8 68.9' END HANDRAIL146+47.1 84.6' END 5.6' X 18.1' BOX CULVERT146+45.5 98.5' END HANDRAIL146+45.4 99.7' COLUMN146+46.8 98.3' END WALL146+46.6 99.5' END HANDRAIL146+88.4 101.6' END 12" RCP146+76.4 103.2' END HANDRAIL146+78.5 103.9' END HANDRAIL146+77.5 103.4' COLUMN146+89.8 103.6' WALL147+32.4 103.4' END HANDRAIL147+32.4 102.1' COLUMN147+31.3 102.5' END HANDRAIL147+09.9 105.1' END HANDRAIL147+08.7 105.1' COLUMN147+07.5 105.1' END HANDRAIL147+32.1 100.6' END WALL147+34.0 101.3' END WALL147+41.8 88.8' WALL147+41.1 84.7' WALL147+23.2 66.4' END WALL147+25.3 74.6' WATER VALVE147+21.7 75.6' UTILITY VAULT147+12.3 75.7' STORM M.H.146+90.8 66.2' END 12" RCP147+04.1 60.4' ELEC. H.H.147+12.6 61.4' PWP146+79.8 34.9' 4" TREE146+96.6 27.2' 4" TREE147+12.4 29.3' CONT. BOX147+21.9 26.8' 12" TREE147+29.4 20.6' 12" TREE147+17.7 34.7' END C.L.T.F.147+21.7 3.5' END RAILRD. TIE147+28.3 11.6' END HEADWALL147+32.3 7.1' COR. OF BRIDGE SEAT150+62.8 3.6' END RAILRD. TIE150+49.2 5.0' RETAINING WALL COR.150+53.2 14.1' END RETAINING WALL150+14.3 36.3' 52" TREE150+22.8 23.0' 60" TREE150+18.2 35.9' 30" TREE150+22.0 9.3' END C.L.T.F.150+27.3 14.5' C.L.T.F. COR.150+65.9 18.1' C.L.T.F. COR.150+63.9 12.1' END HEADWALL150+73.5 16.7' 30" TREE150+78.1 21.0' GAS MARKER POST150+67.0 56.5' EDGE OF WOODS150+79.6 56.0' SAN. M.H.150+94.1 47.6' SAN. M.H.151+21.7 62.1' TBM151+98.6 4.2' EDGE OF WOODS150+30.1 15.9' 18" TREE147+20.8 2.6' END C.L.T.F.F1 6.0'
6.0'
F
F
CR
CR
F1
Begin Bridge Exception
P.O.T. 10+66.05 "PR-CLT 2"
End Bridge Exception
P.O.T. 14+03.40 "PR-CLT 2"
YTL
1400 RIVERSIDE DR
WARREN B. &
IVY E. CHATWIN
ET UX.
833 ANGELA BLVD
STEPHEN
SOBIERALSKI
827 ANGELA BLVD
HOSSEIN
HAKIMZADEH
1722 NORTHSHORE DR
CITY OF
SOUTH BEND
NORTH SHORE
CLUB
HOMEOWNERS
ASSOCIATION,
INC.
6.0'
6.0'
A
F 6.0'
6.0'
ADDITIONAL SURVEY TO
BE ACQUIRED THIS AREA
Line "A"
Line "PR-CLT 2"
N 89°38'30" E
N 89°34'20" E
P.I. 14+01.31 "PR-CLT 2"10+0015+00P.I. 147+03.06 "A"150+00N 89°33'55" E
Begin Construction
P.O.T. 10+00.00 "PR-CLT 2"=
P.O.T. 146+61.42 "A", 0.95' Lt.File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Plan & Profile.dwg Plot Date: 7/23/2021 Plotted By: David ZolaDESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
WRC WRC
1" = 20'
1"= 5'
-
1401811
-
R-38065
4 39
1401811
PLAN & PROFILE
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 15+50LEGEND
Nursery Sodding26
Seeding27
CR Curb Ramp, ConcreteCurb & Gutter, Concrete15
Curb, Barrier16Milling & HMA ResurfaceM
Full Depth HMA PavementK
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 10"C
HMA For DrivesD Multi-Use PathF1FOR INFORMATION ONLY
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
P.I. 147+03.06 "A"P.I. 150+77.07 "A"
LINE "A"LINE "A"
100° 18.
2
'15°42.0'170°63.0'MAG NAIL
E. FACE PWP.
#J23A-1697
MAG NAIL
E. FACE PWP.
#J-2348
W. FACE
SOUTH
GATE POST
UNITED
CAPPED
REBAR SET NORTHSHORE DR.30°27.4'1
6
0
°
7
7
.
0
'
80°
77.0'
MAG NAIL IN
W. FACE OF
18" SYCAMORE
MAG NAIL
N. FACE PWP
MAG NAIL
S. FACE
4"X6" POST
UNITED
CAPPED
REBAR SET
640
645
650
655
660
665
670
675
680
685
640
645
650
655
660
665
670
675
680
685
682.15682.1682.18682.5682.22662.4682.25659.5682.29652.1682.32649.8682.36661.1682.39662.6682.43681.1682.51682.4682.13681.6-2.50%+0.25%
+0.07%
10+00 11+00 12+00 13+00 14+00
Existing Ground
Profile Grade
Begin Construction
Sta. 10+00.00 Line "PR-CLT 2"
Elev. 682.15
PVI STA. = 14+28.01
PVI ELEV. = 682.45
PVI STA. = 14+63.43
PVI ELEV. = 682.54
Q100 WSEL
El. 674.43'
See Plan Set Part 1 of 2
EARTHWORK SUMMARY
TBM 106 Mag Spike Set in north face of Power Pole 100A J234-93 ±25 feet east of
the centerline of North Shore Drive and ±150 feet north of the centerline
of Angela Boulevard.
Offset = 62.10' Right, Sta. O.P.O.T. 151+21.7 "A", Elev. 682.556
O.H.W.M.
El. 665.00'Riprap Class I
over Geotextiles
Riprap Class I
over Geotextiles
Riprap Class I
Flow Line
El. 648.20'
Riprap Class I
Riprap Class I
over Geotextiles
Riprap Class I
over Geotextiles
Pedestrian Rail
3.0'1
1
1
1
Match
Existing
Slope
Match
Existing
SLope
Existing Wall to Remain
El. 657.00'
El. 653.00'
P.I. 14+01.31 "PR-CLT 2"
10+00 11+00 12+00 13+00 15+00
18" RCP
12" RCP
1
2
"
R
C
P 10" VCP10"
V
C
P
24" RCP12" VCP(grass)(grass)(asphalt)(concrete)(grass)
(water)
(water)
(trees)
(trees)
(asphalt)
(asphalt)(gravel)RIVERSIDE DRIVENORTH SHORE DRIVEWARREN B. &
IVY E. CHATWIN
ET UX.
HOSSEIN
HAKIMZADEH
ST. JOSEPH RIVER12.0'
P.I. 147+03.06 "A"
P.I. 150+77.07 "A"
150+00 12.0'
1.0'
1.0'
CIVIL CITY OF
SOUTH BEND
Riprap, Class I
300 Tons on 128 Sys.
of Geotextiles
18" Tree, To be Removed
Trim Crown as needed.
Tree to Remain
Section 35, T38N, R2E
Portage Township
City of South Bend
St. Joseph County, IN
Section 2, T37N, R2E
Portage Township
City of South Bend
St. Joseph County, IN
Line "PR-CLT 2"
Line "A"
Riprap, Class I
300 Tons on 173 Sys.
of Geotextiles
Riprap, Class I
506 Tons
Riprap, Class I
300 Tons on 127 Sys.
of Geotextiles
Riprap, Class I
250 Tons
Riprap, Class I
300 Tons on 172 Sys.
of Geotextiles
N 89°34'20" E
N 89°38'30" E
Begin Bridge Exception
P.O.T. 10+66.05 "PR-CLT 2"
End Bridge Exception
P.O.T. 14+03.40 "PR-CLT 2"
Begin Construction
P.O.T. 10+00.00 "PR-CLT 2"
City of South Bend
Coal Line Trail over St. Joseph River
Sta. 12+34.75 "PR-CLT 2"
6
5
0
655
660655680
675 68066065565565066
0
660655650645675680670665680680675665See
Trail Plans Part 1 of 2
See
Trail Plans Part 1 of 2
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKNARDJZ
CJD CJD
1" = 20'
1" = 5'
-
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-
R-38065
5 39
1401811
LAYOUT
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Layout.dwg Plot Date: 7/23/2021 Plotted By: David ZolaEXISTING STRUCTURE
Existing structure is a seven-span bridge consisting of various
span lengths and beam depths, with a total length of 329'-6"
and no skew. The original date of construction is unknown.
Portions of the existing superstructure will be removed.
Portions of the existing substructure will be reconstructed.
ROLLED STEEL & RIVETED STEEL
GIRDER BRIDGE
7 SPANS: 28'-8", 59'-11 5/8",
60'-4 3/4", 43'-7 3/4", 49'-1 1/4",
49'-1", 39'-4 3/4"
SKEW: 0°
CLEAR ROADWAY: 12'-5"
COAL LINE TRAIL OVER ST. JOSEPH RIVER
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
HYDRAULIC DATA
Drainage Area: 3,592 sq. mi.
Q Discharge: 3,000 cfs
Flow Line Elevation (From FIS): 648.20 ft.
100
Q WS Elevation: 674.43 ft.100
Q Velocity (Max.)= 8.93 ft/s100
Q Velocity (Avg.)= 5.31 ft/s100
Scour Depth, Contraction: 0.0 ft.
Scour Depth, Total: 13.76 ft.
Low Scour Elevation: 634.44 ft.
Bent No. 1
Pier No. 2 Pier No. 3
Pier No. 4 Pier No. 5
Pier No. 6 Pier No. 7
Bent No. 8
Span 1
Span 2
Span 3
Span 4
Span 5 Span 6 Span 7
Reinforcing Steel (Grade 60) fy = 60,000 p.s.i.
Class "C" Concrete f'c = 4,000 p.s.i.
ULTIMATE DESIGN STRESSES
DESIGN DATA
Original:
The original structure was designed for a train loading. The
official Design Load for the beams and substructure are unknown.
Live Load:
The deck was designed for H-10 Loading and Pedestrian Loadings
in accordance with the AASHTO LRFD Guide Specification for the
Design of Pedestrian Bridges, 2009; AASHTO LFRD Bridge Design
Specifications, Eighth Edition, 2017, and its subsequent interims.
Dead Load:
Designed for actual dead load plus 15 psf for formwork.
(Non-Composite)
GENERAL NOTES
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.
PROPOSED PLAN
Scale: 1/16" = 1'-0"12'-0"14'-0"O. to O.CopingWhere 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.
Pedestrian Approach
Railing (Typ.)
Existing
Substructure (Typ.)
Existing Channel
Bottom
℄ Pier No. 2
Sta. 10+98.10 "PR-CLT 2"
P.G. Elev. 682.21
℄ Pier No. 3
Sta. 11+58.10 "PR-CLT 2"
P.G. Elev. 682.26
℄ Pier No. 4
Sta. 12+18.50 "PR-CLT 2"
P.G. Elev. 682.30
℄ Pier No. 5
Sta. 12+62.15 "PR-CLT 2"
P.G. Elev. 682.33
℄ Pier No. 6
Sta. 13+11.25 "PR-CLT 2"
P.G. Elev. 682.37
℄ Pier No 7
Sta. 13+60.30 "PR-CLT 2"
P.G. Elev. 682.40 ℄ Brg. Bent No. 8
Sta. 13+99.70 "PR-CLT 2"
P.G. Elev. 682.43
Line "PR-CLT 2"ClearST. JOSEPHRIVEREdge of Water
(at Time of Inspection)
Reconstructed Pier
Caps (Typ.)
28'-8"60'-4 3/4"43'-7 3/4"49'-1 1/4"49'-1"39'-4 3/4"
STRUCTURE BUILT TO A +0.07% GRADE
Existing Steel Girders,
Clean and Paint (Typ. all Spans)
(Estimated Surface Area = 18,455 Sft.)
Existing Ground
2'-0"2'-0"Low Structure
El. 676.40'O.H.W.M.
El. 665.00'
Q100 El. 674.43'
Pedestrian
Railing (Typ.)12'-5"59'-11 5/8"
337'-4 1/4" Out to Out Bridge
Fixed Exp.Fixed Exp.Fixed Exp.Fixed Exp.Fixed Exp.Exp.
Fixed
Fixed Fixed
Riprap, Class I on
Existing Ground
(Typ. Piers 3 & 4)
Riprap, Class I
over Geotextiles
at Pier
Flow Line
Elev. 648.20'
N 89°34'20" E
Limits of
Riprap (Typ.)
PROPOSED ELEVATION
Scale: 1/16" = 1'-0"
Pedestrian
Railing (Typ.)
℄ Brg. Bent No. 1
Sta. 10+69.43 "PR-CLT 2"
P.G. Elev. 682.19 12'-0"2'-0"2'-0"Riprap, Class I
over Geotextiles
Riprap, Class I
over Geotextiles
at Pier
Riprap, Class I
over Geotextiles
12'-0" (Typ.)12'-0" (Typ.) Structural Steel (Grade 50) fy = 50,000 p.s.i.
Class "A" Concrete f'c = 3,000 p.s.i.
12'-0"
(Typ.)3'-0"(Typ.)14 Lft. Bridge
Expansion Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF 14 Lft. Bridge Expansion
Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF
14 Lft. Bridge Expansion
Joint, PCF
Surface seal top of bridge deck, face of deck coping and
underside of deck from outside edge to flange of exterior
beam, (Estimated Qty. = 5,420 sft.)
El. 653.00'El. 657.00'
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKNARDJZ
CJD CJD
1/16" = 1'-0"
1/16" = 1'-0"
-
1401811
-
R-38065
6 39
1401811
GENERAL PLAN
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\GP Coal Line Trail.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
ROLLED STEEL & RIVETED STEEL
GIRDER BRIDGE
7 SPANS: 28'-8", 59'-11 5/8",
60'-4 3/4", 43'-7 3/4", 49'-1 1/4",
49'-1", 39'-4 3/4"
SKEW: 0°
CLEAR ROADWAY: 12'-5"
COAL LINE TRAIL OVER ST. JOSEPH RIVER
Remove Train Rail
Remove Railroad Ties
Cut Ends of All Beams (See Sheet 26)
Jack and Support Beams
Clean and Paint All Structural Steel
Reconstruct Beam Seats and Install Bearings
Construct Concrete Deck
Install Pedestrian Railing
Install Class I Riprap
Pneumatically Placed Mortar for Pier Spalls
Epoxy Injection Crack Repair
A
B
D
E
F
G
H
J
K
C
LEGEND
F
F F F F F F
K
K
K K
K K
J J J
J JJ
G G G
H HHH
The exterior girder has been checked for strength, deflection, and
overturning using the constructions loads shown below. Cantilever
overhang brackets were assumed for support of the deck overhang
past the edge of the exterior girder. The finishing machine was
assumed to be supported 6 in. outside the vertical coping form. The
top overhang brackets were assumed to be located 6 in. past the
edge of the vertical coping form. The bottom overhang brackets were
assumed to be braced against the intersection of the girder bottom
flange and web
Contractor to provide temporary blocking for exterior beams at
midspan.
CONSTRUCTION LOADING
Deck Falsework Loads:Designed for 15 lb/ft² for permanent metal stay-in-place
deck forms, removable deck forms, and and 2 ft.
exterior walkway.
Construction Live Load: Designed for 20 lb/ft² extending 2 ft. past the edge of
coping and 75 lb/ft vertical force applied at a distance of
6 in. outside the face of coping over a 30 ft. length of
the deck centered with the finishing machine.
Finishing-Machine Load:4,500 lb distributed over 10 ft. along the coping.
Wind Load:Designed for 70 mph horizontal wind loading of 50 lb/ft²
in accordance with AASHTO Guide Design Specification
for Bridge Temporary Works (1995), Figure 2.1.
1
:
1 1:1L
L
L
L L
L L
EXISTING SECTION - SPAN 1
Scale: 3/8" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
2'-0"3'-0"2'-0"5'-0"7'-0"2'-6"2'-6"2'-6"
2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"4'-6"2'-6"2'-6"2'-6"2'-6"4'-6"3'-6"4'-6"4'-0"(Typ. Int.)(Typ. Ext.)℄ Bridge &
Line "PR-CLT 2"
EXISTING SECTION - SPANS 2 & 3
Scale: 3/8" = 1'-0"
EXISTING SECTION - SPAN 4
Scale: 3/8" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
EXISTING SECTION - SPAN 5
Scale: 3/8" = 1'-0"
EXISTING SECTION - SPAN 7
Scale: 3/8" = 1'-0"
EXISTING SECTION - SPAN 6
Scale: 3/8" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
℄ Bridge &
Line "PR-CLT 2"
℄ Bridge &
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKNARDJZ
CJD CJD
AS SHOWN
AS SHOWN
-
1401811
-
R-38065
7 39
1401811
GENERAL PLAN
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\GP Coal Line Trail.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
ROLLED STEEL & RIVETED STEEL
GIRDER BRIDGE
7 SPANS: 28'-8", 59'-11 5/8",
60'-4 3/4", 43'-7 3/4", 49'-1 1/4",
49'-1", 39'-4 3/4"
SKEW: 0°
CLEAR ROADWAY: 12'-5"
COAL LINE TRAIL OVER ST. JOSEPH RIVER
Remove Train Rail
Remove Railroad Ties
Cut Ends of All Beams (See Sheet 26)
Jack and Support Beams
Clean and Paint All Structural Steel
Reconstruct Pier Caps and Install Bearings
Construct Concrete Deck
Install Pedestrian Railing
Install Class I Riprap
Pneumatically Placed Mortar for Pier Spalls
Epoxy Injection Crack Repair
A
B
D
E
F
G
H
J
K
C
LEGEND
A A
E
B
A A
E
B
A A
E
B
A A
E
B
A A
E
B
A A
E
B
D
D
D
DDD
L
℄ Bridge &
Line "PR-CLT 2"3'-6"2'-0"3'-0"2'-0"5'-0"7'-0"
2'-6"2'-6"2'-6"
2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"4'-6"2'-6"2'-6"2'-6"2'-6"4'-6"3'-6"4'-6"4'-0"(Typ. Int.)(Typ. Ext.)2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
PROPOSED SECTION - SPAN 1
Scale: 3/8" = 1'-0"
2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
2%2%
14'-0" Out to Out Coping
12'-5" Clear Roadway
℄ Bridge &
Line "PR-CLT 2"
PROPOSED SECTION - SPANS 2 & 3
Scale: 3/8" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
PROPOSED SECTION - SPAN 4
Scale: 3/8" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
℄ Bridge &
Line "PR-CLT 2"
℄ Bridge &
Line "PR-CLT 2"
PROPOSED SECTION - SPAN 5
Scale: 3/8" = 1'-0"
PROPOSED SECTION - SPAN 6
Scale: 3/8" = 1'-0"
PROPOSED SECTION - SPAN 7
Scale: 3/8" = 1'-0"
6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"
6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"6'-2 1/2"
8"(Typ. at Coping)8"(Typ. at Coping)8"(Typ. at Coping)
8"(Typ. at Coping)8"(Typ. at Coping)8"(Typ. at Coping)
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKNARDJZ
BSF CJD
AS SHOWN
AS SHOWN
-
1401811
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8 39
1401811
GENERAL PLAN
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\GP Coal Line Trail.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
ROLLED STEEL & RIVETED STEEL
GIRDER BRIDGE
7 SPANS: 28'-8", 59'-11 5/8",
60'-4 3/4", 43'-7 3/4", 49'-1 1/4",
49'-1", 39'-4 3/4"
SKEW: 0°
CLEAR ROADWAY: 12'-5"
COAL LINE TRAIL OVER ST. JOSEPH RIVER
Remove Train Rail
Remove Railroad Ties
Cut Ends of All Beams (See Sheet 26)
Jack and Support Beams
Clean and Paint All Structural Steel
Reconstruct Pier Caps and Install Bearings
Construct Concrete Deck
Install Pedestrian Railing
Install Class I Riprap
Pneumatically Placed Mortar for Pier Spalls
Epoxy Injection Crck Repair
A
B
D
E
F
G
H
J
K
C
LEGEND
H H H
HHH
G G G
GGG
P.G.P.G.
P.G.P.G.P.G.
P.G.
L
Scale: 3/4" = 1'-0"
ELEVATION BENT NO. 1 REMOVAL
Scale: 3/4" = 1'-0"
El. 681.84
El. 679.85
SECTION - "B"
2'-0"2'-9"9 3/4"3 7/8"Btm. Bent
Elev. Unknown
Removal
Elev. 677.946
Existing
Elev. 678.76
Existing Mudwall
Elev. 681.82
Removal
Elev. 681.50
Btm. Bent
Elev. Unknown
9'-4 1/2"9'-6 1/8"
18'-10 5/8"
Elev. 681.82
El. 677.946
Line "PR-CLT2"
Elev. 681.50
B
B
El. 678.76
Scale: 3/4" = 1'-0"
SECTION - "C"
2'-0"2'-9"1 3/4"Btm. Bent
Elev. Unknown
Existing
Elev. 676.03
Existing Mudwall
Elev. 681.88
Removal
Elev. 681.74
El. 681.88
El. 678.96
Line "PR-CLT2"
Scale: 3/4" = 1'-0"
ELEVATION BENT NO. 8 REMOVAL
El. 681.74
El. 681.79
El. 681.74
18'-8"
9'-4 1/8"9'-3 7/8"
C
C
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
9 39
1401811
BENT No. 1 & No. 8 REMOVAL DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Bents 1 & 8.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For Additional End Bent Details, see sheets 10-11.
NOTES:
ELEVATION - ABUTMENT No. 1
Scale: 3/4" = 1'-0"
PROPOSED SECTION - "B1"
Scale: 3/4" = 1'-0"
PLAN - ABUTMENT No. 1
Scale: 3/4" = 1'-0"
El. 678.446
℄ Brg. Abutment No. 1
Sta. 10+69.43 "PR-CLT2"
℄ Brg.
22'-1"
9'-6 1/8"
6'-4 1/8"8'-2 7/8"
9'-6 3/4"3'-0 1/8"2'-0"Mudwall1'-4 1/2"1'-4 1/2"2'-9"El. 682.00
El. 679.85
4'-4"3'-2"
14'-7"
1'-4 1/2"1'-4 1/2"
℄ Brg.
2'-0"2'-9"6"℄ Brg. Bent No. 16"401
#5
#5 402
Elev. 682.19
Elev. 678.446
3" Clr.
Btm. Bent
Elev. Unknown
9'-6 3/4"9'-6 1/8"
19'-0 7/8"
Elev. 682.00
El. 677.946
Elev. 681.50
20-401
16-402
Line "PR-CLT2"
#5 x 18'-8"
#5x14'-3"
B1
B1
3-#5 x 18'-8"
4-#5x14'-3"
3" Clr.3" Clr.15 Spa. @ 12" Max. = 14'-1" (Spacing for 402)
402 x 3'-9"
1'-6"9"9"2'-3"9"401 x 3'-0"
BILL OF MATERIALS
BENT No. 1
Mass
(lbs.)
No. ofSize or
BarsMark
EPOXY COATED REINFORCING STEEL
Length
MISCELLANEOUS
Total Reinforcing
CONCRETE
198
Concrete "A" Substructure 1.6 Cys.
Total #5
80
20
118
3'-0"401
Total #4
#5 3 18'-8"
16 3'-9"402
401
402 Field Drilled Holes in Concrete 72 Ea.
Fixed Shoe "A"4 Ea.
Bridge Expansion Joint, PCF 14 Lft.
BAR BENDING DETAILS
No Scale
Embedded Bar 6" into Field Drilled
Holes in Concrete with an Approved
Anchor System
(Minimum Pullout=36 kips)
Embedded Bar 6" into Field Drilled
Holes in Concrete with an Approved
Anchor System
(Minimum Pullout=36 kips)
1'-4 1/2"1'-4 1/2"
Field Drilled Holes
19 Spaces @ 12" Max. = 18'-8 7/8" (Spacing for 401)3"3"
Sta. 10+66.05 "PR-CLT2"
#5 4 14'-3"
Elev. 682.19
Pneumatically Placed Mortar *210 Sft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
10 39
1401811
BENT NO. 1 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Bents 1 & 8.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional End Bent Details, see sheets 9 & 11.
NOTES:
ELEVATION - ABUTMENT No. 8
Scale: 3/4" = 1'-0"
Bottom Bent Elev.
Unknown
PLAN - ABUTMENT No. 8
Scale: 3/4" = 1'-0"
℄ Brg.2'-0"Mudwall℄ Brg. Abutment No. 8
Sta. 13+99.70 "PR-CLT2"3'-6"1'-9"1'-9"9'-4 1/8"9'-3 7/8"
8'-1"8'-1"
16'-2"
El. 679.25
El. 682.24
El. 678.96
27'-4"
4'-3 7/8"4'-4 1/8"
5'-7"5'-7"
BAR BENDING DETAILS
No Scale
482 x 5'-0"
1'-6"10"10"3'-0"1'-0"481 x 3'-2"
483 x 6'-0"
3'-0"1'-6"Scale: 3/4" = 1'-0"
PROPOSED SECTION - "B8"
2'-0"3'-6"
Btm. Bent
Elev. Unknown
Elev. 677.350 (Interior)
Elev. 676.850 (Exterior)
℄ Brg. Bent No. 8
#5
483 (Interior)
482 (Exterior)
3" Clr.
1'-9"
Elev. 682.43#5
481
Field Drilled Holes
El. 676.850
20-481
#5 x 18'-4"
#5x15'-10"
#5x4'-8"
6-483
14-482
3"6 Spa. @ 12" = 5'-1"6"5 Spa. @ 12" Max = 4'-6"
5'-0"5'-7"
3"6 Spa. @ 12" = 5'-1"6"
Field Drilled Holes
5'-7"
Field Drilled Holes
5'-7"2'-6"5'-7"2'-6"
481
14- 482
6-483
4-#5 x 15'-10"4-#5 x 4'-8"
BILL OF MATERIALS
BENT No. 8
Mass
(lbs.)
No. ofSize or
BarsMark
EPOXY COATED REINFORCING STEEL
Length
MISCELLANEOUS
Total Reinforcing
CONCRETE
255
Concrete "A" Substructure 2.9 Cys.
Total #5
113
20
142
3'-2"481
Total #4
#5 18'-4"3
#5 4 15'-10"
14 5'-0"482
6 6'-0"483
3"19 Spa. @ 12" Max. = 18'-2" (481 in Mudwall)3"
3-#5 x 18'-4"
Field Drilled Holes in Concrete 80 Ea.
Bearing Assembly Elastomeric 4 Ea.
Bridge Expansion Joint, PCF 14 Lft.
B8
B8
El. 676.03
El. 681.74
Embedded Bar 6" into Field Drilled
Holes in Concrete with an Approved
Anchor System
(Minimum Pullout=36 kips)
Embedded Bar 6" into Field Drilled
Holes in Concrete with an Approved
Anchor System
(Minimum Pullout=36 kips)
El. 677.350
El. 682.24
El. 682.43
9'-4 1/8"9'-3 7/8"
18'-8"
Spacing for 482 & 483 1'-0"1'-6"#5 4 4'-8"
Field Drilled Holes
Sta. 14+03.40 "PR-CLT2"
Pneumatically Placed Mortar *210 Sft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
11 39
1401811
BENT NO. 8 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Bents 1 & 8.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional End Bent Details, see sheets 9-10.
NOTES:
EXISTING SECTION - "P2"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)1'-8"3'-7 1/8"5'-3 1/8"5'-6"
PLAN - PIER No. 2
Scale: 3/4" = 1'-0"
℄ Pier No. 2
Sta. 10+98.10 "PR-CLT2"5'-6" ELEVATION - PIER No. 2
Scale: 3/4" = 1'-0"
El. 673.49
El. 675.16
PROPOSED SECTION - "P2"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)1'-8"5'-6"
2'-9"
Existing Beam Seat
Elev. 675.16
Existing Beam Seat
Elev. 678.75
Span 1 Span 2
3'-6"9 1/4"421
422
6"(Typ.)3" Clr.
#5 @ 10" Max. (Typ.)
Span 1 Span 2
Field Drilled Holes
in Concrete (Typ.)
Elev. 678.656
Elev. 675.934El. 678.656
El. 675.934
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)#5 in Span 1
(See Section P2)
12-421 (Span 1)
12-422 (Span 2)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)
5'-6"5'-6"2'-0"2'-10"2'-9"2'-9"3'
-
1
0
"
±
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
9 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
9-#5 x 10'-8" Total Req'd
12-422
12-421
3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 1Span 2℄ Pier No. 2
P2
P2Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 421 & 422)3"3"
3" Clr.
(Typ.)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)Removal Limits1'-4 1/2"1'-4 1/2"
1'-4 1/2"
℄ Brg.
℄ Brg.
℄ Brg.
℄ Brg.1'-4 1/2"1'-4 1/2"1'-4 1/2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
12 39
1401811
PIER No. 2 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 13-18.
NOTES:
EXISTING SECTION - "P3"
Scale: 3/4" = 1'-0"
℄ Pier
2'-10"2'-10"
3"
(Typ.)1'-8"5'-8"
PLAN - PIER No. 3
Scale: 3/4" = 1'-0"
℄ Pier No. 3
Sta. 11+58.10 "PR-CLT2"5'-8" ELEVATION - PIER No. 3
Scale: 3/4" = 1'-0"
El. 673.39
El. 675.06
PROPOSED SECTION - P3
Scale: 3/4" = 1'-0"
℄ Pier
2'-10"2'-10"
3"
(Typ.)1'-8"5'-8"
Existing Beam Seat
Elev. 675.06
Span 2 Span 3
13 1/4"11"432 433
6"(Typ.)3" Clr.
#5 @ 10" Max. (Typ.)
Span 2 Span 3
Field Drilled Holes
in Concrete (Typ.)
Elev. 676.166
Elev. 675.984
Span 2 El. 676.166
Span 3 El. 675.984
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)#5 in Span 1
(See Section P3)
12-432 (Tall Step)
12-433 (Short Step)
5'-6"5'-6"2'-0"2'-10"2'-10"2'-10"3'
-
1
0
"
±
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
12-433
12-432
3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 2Span 3℄ Pier No. 3
P3
P3Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 432 & 433)3"3"
(No Removal Required)
(Typ.)
#5 in Span 2
(See Section P3)
3" Clr.
3" Clr.
(Typ.)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)
℄ Brg.
℄ Brg.1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"
℄ Brg.℄ Brg.
1'-4 1/2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
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1401811
PIER No. 3 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12 & 14-18.
NOTES:
Embedded Bar 6" into Field Drilled Holes in
Concrete (Typ.) with Approved Anchor
System (Minimum Pullout = 36 kips)
EXISTING SECTION - "P4"
Scale: 3/4" = 1'-0"
℄ Pier
3"
(Typ.)1'-8" PLAN - PIER No. 4
Scale: 3/4" = 1'-0"
℄ Pier No. 4
Sta. 12+18.50 "PR-CLT2"5'-8" ELEVATION - PIER No. 4
Scale: 3/4" = 1'-0"
El. 673.11
El. 674.78
PROPOSED SECTION - "P4"
Scale: 3/4" = 1'-0"
℄ Pier
3"
(Typ.)1'-8"Existing Beam Seat
Elev. 676.80
Existing Beam Seat
Elev. 674.78
Span 3 Span 4
2'-8 3/4"1'-5 1/8"444
443
6"(Typ.)3" Clr.
#5 @ 12" Max. (Typ.)
Elev. 677.504
Elev. 676.206
Span 4 El. 677.504
Span 3 El. 676.206
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)#5 in Span 4
(See Section P4)
12-444 (Span 4)
12-443 (Span 3)
5'-6"5'-6"2'-0"2'-10"2'-10"2'-10"3'
-
1
0
"
±
8 Lines (See Section P4)
1-#5 x 10'-8" Ea. Line
8-#5 x 10'-8" Total Req'd
5 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
5-#5 x 10'-8" Total Req'd
12-444
12-443
3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 3Span 4℄ Pier No. 4
P4
P4Line "PR-CLT2"3"3"
2'-10"
5'-8"
2'-10"2'-10"3'-8 1/4"2'-0 1/4"5'-8"
2'-10"2'-10"
Span 3 Span 4
#5 in Span 3
(See Section P4)
3" Clr.
(Typ.)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)Removal Limits1'-5"1'-5"1'-5"
℄ Brg.℄ Brg.
1'-5"1'-5"1'-5"℄ Brg.
℄ Brg.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
14 39
1401811
PIER No. 4 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12-13 & 15-18.
NOTES:
EXISTING SECTION - "P5"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)
5'-6"
PLAN - PIER No. 5
Scale: 3/4" = 1'-0"
℄ Pier No. 5
Sta. 12+62.15 "PR-CLT2"5'-6" ELEVATION - PIER No. 5
Scale: 3/4" = 1'-0"
El. 673.99
El. 675.66
PROPOSED SECTION - "P5"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)1'-8"5'-6"
Existing Beam Seat
Elev. 675.66
Span 4 Span 5
2'-1 1/4"10 1/2"454
455
6"(Typ.)3" Clr.
#5 @ 12" Max. (Typ.)
Span 4 Span 5
Field Drilled Holes
in Concrete (Typ.)
Elev. 677.766
Elev. 676.533
Span 2 El. 677.766
Span 3 El. 676.533
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)#5 in Span 5
(See Section P5)
12-454 (Span 4)
12-455 (Span 5)
5'-6"5'-6"2'-0"2'-10"2'-9"2'-9"3'
-
1
0
"
±
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
5 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
5-#5 x 10'-8" Total Req'd
12-455
12-454
3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 4Span 5℄ Pier No. 3
P5
P5Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 454 & 455)3"3"
(Typ.)#5 in Span 4
(See Section P5)
3" Clr.
2'-9"1'-0 1/4"2'-8 1/4"1'-8"Existing Beam Seat
Elev. 675.68
3" Clr.
(Typ.)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)RemovalLimits1'-4 1/2"1'-4 1/2"
1'-4 1/2"1'-4 1/2"
℄ Brg.
℄ Brg.
℄ Brg.
℄ Brg.1'-4 1/2"1'-4 1/2"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
15 39
1401811
PIER No. 5 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12-14 & 16-21.
NOTES:
EXISTING SECTION - "P6"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)
5'-6"
PLAN - PIER No. 6
Scale: 3/4" = 1'-0"
℄ Pier No. 6
Sta. 13+11.25 "PR-CLT2"5'-6" ELEVATION - PIER No. 6
Scale: 3/4" = 1'-0"
El. 673.99
El. 675.66
PROPOSED SECTION - "P6"
Scale: 3/4" = 1'-0"
℄ Pier
2'-9"2'-9"
3"
(Typ.)1'-8"5'-6"
Existing Beam Seat
Elev. 675.97
Span 5 Span 6
10"7 1/4"465 466
6"(Typ.)3" Clr.
#5 @ 12" Max. (Typ.)
Span 5 Span 6
Embedded Bar 6" into Field Drilled
Holes in Concrete (Typ.) with
Approved Anchor System
(Minimum Pullout = 36 kips)
Elev. 676.805
Elev. 676.573
Span 5 El. 676.805
Span 6 El. 676.573
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)#5 (Span 5)
(See Section P6)
12-465 (Span 5)
12-466 (Span 6)
5'-6"5'-6"2'-0"2'-10"2'-9"2'-9"3'
-
1
0
"
±
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
4 Lines (See Section P2)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
12-466
12-465
3" Clr.3"3 Spa. @ 9"3"3 Spa. @ 9"3"3"Span 5Span 6℄ Pier No. 3
P6
P6Line "PR-CLT2"11 Spa. @ 12" Max. = 10'-6" (Spacing for 465 & 466)3"3"
(Typ.)
#5 (Span 6)
(See Section P6)
3" Clr.1'-8"(No Removal Required)
3" Clr.
(Typ.)
Embedded Bar 6" into Field Drilled
Holes in Concrete (Typ.) with
Approved Anchor System
(Minimum Pullout = 36 kips)
1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"
℄ Brg.℄ Brg.
℄ Brg.
℄ Brg.1'-4 1/2"1'-4 1/2"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
16 39
1401811
PIER No. 6 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12-15 & 17-19.
NOTES:
EXISTING SECTION - "P7b"
Scale: 3/4" = 1'-0"
℄ Pier
3"
(Typ.)1'-8" PLAN - PIER No. 7
Scale: 3/4" = 1'-0"
℄ Pier No. 7
Sta. 13+60.30
"PR-CLT2"5'-6" ELEVATION - PIER No. 7
Scale: 3/4" = 1'-0"
El. 674.33
El. 676.00
PROPOSED SECTION - "P7a"
Scale: 3/4" = 1'-0"
Span 6 Span 7
Span 7 Interior Beam
El. 677.088
Span 6 El. 676.835
Line "PR-CLT2"
5'-6"5'-6"6"(Typ.)476 & 477
5'-6"5'-6"2'-0"2'-10"2'-9"2'-9"3'
-
1
0
"
±
4 Lines (See Section P7a)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
4 Lines (See Section P7b)
1-#5 x 4'-8" Ea. Line
4-#5 x 4'-8" Total Req'd
4-477
4-476
3" Clr.3"3 Spa. @ 9"2 7/8"3 Spa. @ 9"3"3"Span 6Span 7℄ Pier No. 4
P7b
P7bLine "PR-CLT2"3 Spa. @ 12"
Max. = 2'-6 3/4"3"3"
5'-6"
2'-9"2'-9"
#5 x 4'-8"
(Span 7, Interior)
3" Clr.
(Typ.)
Existing Beam Seat
Elev. 676.00
(No Removal Required)
PROPOSED SECTION - "P7b"
Scale: 3/4" = 1'-0"
℄ Pier
3"
(Typ.)1'-8"13 1/16"10"478475
6"(Typ.)3" Clr.
#5 @ 12" Max. (Typ.)
Embedded Bar 6" into Field
Drilled Holes in Concrete (Typ.)
with Approved Anchor System
(Minimum Pullout = 36 kips)
Elev. 677.088Elev. 676.835
5'-6"
2'-9"2'-9"
Span 6 Span 7
(Interior)
℄ Pier
3"
(Typ.)1'-8"10"7 1/16"476 477
6"(Typ.)3" Clr.
#5 @ 12" Max. (Typ.)
Elev. 676.835 Elev. 676.588
5'-6"
2'-9"2'-9"
Span 7Span 6
Span 7 Exterior Beam
El. 676.588 (Typ.)475 & 478
#5 x 10'-8"
(Span 6)
#5 x 10'-8"
(Span 7, Exterior)
6-4754-476
6-4784-477
4 Lines (See Section P7a)
1-#5 x 10'-8" Ea. Line
4-#5 x 10'-8" Total Req'd
P7a
P7a
6"6"5 Spa. @ 12" Max. = 4'-7 1/2"
3'-0"
2'-6"2'-6"
5'-0"3'-0"
3 Spa. @ 12"
Max. = 2'-6 3/4"
Embedded Bar 6" into Field Drilled
Holes in Concrete (Typ.) with
Approved Anchor System
(Minimum Pullout = 36 kips)
1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"
℄ Brg.℄ Brg.
1'-4 1/2"1'-4 1/2"1'-4 1/2"1'-4 1/2"
℄ Brg.℄ Brg.
℄ Brg.
℄ Brg.1'-4 1/2"1'-4 1/2"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
17 39
1401811
PIER No. 7 DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12-16 & 18.
NOTES:
422 x 5'-6"
2'-3"3'-9"3'-9"1'-0"3'-6"1'-0" 421 x 9'-9"
433 x 5'-11"
2'-4"1'-4"1'-4"1'-2"3'-7"1'-2" 432 x 5'-0"
444 x 8'-2"
3'-7"1'-8"1'-8"2'-11"2'-4"2'-11" 443 x 6'-11"
BAR BENDING DETAILS
No Scale
455 x 5'-8"
2'-3"2'-4"2'-4"1'-1"3'-6"1'-1" 454 x 6-11"
466 x 5'-2"
2'-3"1'-1"1'-1"10"3'-6"10" 465 x 4'-5"
477 x 5'-0"
3'-6"1'-1"1'-1" 475 x 5'-8"
478 x 4'-11"
2'-3"1'-1"1'-1"1'-4"2'-3"1'-4"476 x 4'-5"
3'-6"9"9"145Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 122
PIER NO. 2
422 5'-6"12
267Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
4.8 Cys.
BILL OF MATERIALS
421 9'-9"12
13#5 10'-8"
89Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 87
PIER NO. 3
433 5'-11"12
176Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
2.3 Cys.
BILL OF MATERIALS
432 5'-0"12
8#5 10'-8"
145Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 120
PIER NO. 4
444 8'-2"12
265Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
4.8 Cys.
BILL OF MATERIALS
443 6'-11"12
13#5 10'-8"
100Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 100
PIER NO. 5
455 5'-8"12
200Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
3.3 Cys.
BILL OF MATERIALS
454 6'-11"12
9#5 10'-8"
89Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 76
PIER NO. 6
466 5'-2"12
165Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
1.6 Cys.
BILL OF MATERIALS
465 4'-5"12
8#5 10'-8"
108Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
Total #4 94
PIER NO. 7
476 4'-5"8
202Total E.C. Reinforcing Steel
CONCRETE
Class "A" in Substructure
MISCELLANEOUS
1.8 Cys.
BILL OF MATERIALS
475 5'-8"6
8#5 10'-8"
Field Drilled Hole in Concrete 48 Each
478 4'-11"6
477 5'-0"8
4#5 4'-8"
Fixed Shoe "A"4 Each
Bearing Assembly, Elastomeric 4 Each
Field Drilled Hole in Concrete 48 Each
Fixed Shoe "A"4 Each
Bearing Assembly, Elastomeric 4 Each
Field Drilled Hole in Concrete 48 Each
Fixed Shoe "A"4 Each
Bearing Assembly, Elastomeric 4 Each
Field Drilled Hole in Concrete 48 Each
Fixed Shoe "A"4 Each
Bearing Assembly, Elastomeric 2 Each
Field Drilled Hole in Concrete 48 Each
Fixed Shoe "A"2 Each
Bearing Assembly, Elastomeric 2 Each
Field Drilled Hole in Concrete 48 Each
Fixed Shoe "A"2 Each
Bearing Assembly, Elastomeric 4 Each
14 Lft.14 Lft.14 Lft.
14 Lft.
14 Lft.14 Lft.
Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft.
Pneumatically Placed Mortar *210 Sft.
Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft.Pneumatically Placed Mortar *210 Sft.
Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF
Bridge Expansion Joint, PCF Bridge Expansion Joint, PCF
Bridge Expansion Joint, PCF
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
* Undistributed Quantity
Epoxy Injected Crack Repair *50 Lft.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
18 39
1401811
PIER DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Piers.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For Additional Pier Details, see sheets 12-17.
NOTES:
28'-9 1/2" ℄ Brg. Bent 1 to ℄ Pier 2
FRAMING PLAN - SPAN No. 1
Scale: 3/4" = 1'-0"
Girder No. 1
2'-0"2'-0"1'-6"1'-6"Girder No. 2
Girder No. 3
Girder No. 4
Line "PR-CLT-2"
2'-0"3'-0"2'-0"2'-6" EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
27'-3 1/2" ℄ Brg. to ℄ Brg.1'-4 1/2"2'-0"15 1/16"
(Typ.)
Diaphragm Spacing is
Approx. 5 ft. in
External Bays
Existing "S" Shape
Elastomeric Bearing "A" (Typ.)Fixed Shoe "A" (Typ.)
℄ Brg. Bent No. 1
℄ Brg.
℄ Pier 2
Line "PR-CLT 2"
1'-6"1'-6"
Elastomeric Bearing "A"
Elastomeric Bearing "A"
Single Retainer
Double Retainer
Single Retainer
DETAIL "A"
Scale: 1 1/2" = 1'-0"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
19 39
1401811
FRAMING PLAN - SPAN 1
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
NOTES:
3'-6"3'-6" FRAMING PLAN - SPAN No. 2
Scale: 1/2" = 1'-0"
Girder No. 1
Girder No. 2
Line "PR-CLT-2"
59'-11 5/8" ℄ Pier 1 to ℄ Pier 2
57'-5" ℄ Brg. to ℄ Brg.1'-4 1/2"1'-4 1/2"
Elastomeric Bearing "B" (Typ.)Fixed Shoe "B" (Typ.)
℄ Brg.℄ Brg.
℄ Pier 3℄ Pier 2
5'-0"7'-0"
EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
16 7/8"∠ 4" x 4" x 3/8"
∠ 8" x 8" x 1"
(Typ.)
3'-6"3'-6"
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
20 39
1401811
FRAMING PLAN - SPAN 2
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
NOTES:
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
3'-6"3'-6" FRAMING PLAN - SPAN No. 3
Scale: 1/2" = 1'-0"
Girder No. 1
Girder No. 2
Line "PR-CLT-2"
60'-4 3/4" ℄ Pier to ℄ Pier
57'-8 1/4" ℄ Brg. to ℄ Brg.1'-4 1/2"1'-5"
Elastomeric Bearing "B" (Typ.)Fixed Shoe "B" (Typ.)
℄ Pier 3 ℄ Pier 4
℄ Brg.℄ Brg.5'-0"7'-0"
EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
3'-6"3'-6"
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
21 39
1401811
FRAMING PLAN - SPAN 3
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
NOTES:
2'-6"2'-6"2'-6"3'-6" EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
1'-3"1'-3"
1'-0 1/2"
Line "PR-CLT 2"
1'-3"1'-3"2'-6"1'-3"Girder No. 1
Line "PR-CLT-2"
Girder No. 2
Girder No. 3
Girder No. 4
FRAMING PLAN - SPAN No. 4
Scale: 1/2" = 1'-0"1'-3"2'-6"43'-7 3/4" ℄ Pier to ℄ Pier
1'-4 1/2"40'-10 1/4" ℄ Brg. to ℄ Brg.1'-5"
℄ Pier 5
℄ Brg.
℄ Pier 4
℄ Brg.
Elastomeric Bearing "C" (Typ.)Fixed Shoe "C" (Typ.)
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
22 39
1401811
FRAMING PLAN - SPAN 4
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
NOTES:
2'-6"49'-1 1/4" ℄ Pier to ℄ Pier
Girder No. 1
Line "PR-CLT-2"
Girder No. 2
FRAMING PLAN - SPAN No. 5
Scale: 1/2" = 1'-0"2'-6"Girder No. 3
Girder No. 4
℄ Pier 5 ℄ Pier 6
46'-4 1/4" ℄ Brg. to ℄ Brg.1'-4 1/2"1'-4 1/2"
℄ Brg.℄ Brg.1'-3"1'-3"Elastomeric Bearing "C" (Typ.)Fixed Shoe "C" (Typ.)
2'-6"2'-6"2'-6"4'-6" EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
1'-3"1'-3"
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
23 39
1401811
FRAMING PLAN - SPAN 5
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
NOTES:
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
49'-1" ℄ Pier to ℄ Pier
Girder No. 1
Line "PR-CLT-2"
Girder No. 2
FRAMING PLAN - SPAN No. 6
Scale: 1/2" = 1'-0"
Girder No. 3
Girder No. 41'-3"1'-3"2'-6"2'-6"℄ Pier 6 ℄ Pier 7
℄ Brg.℄ Brg.
1'-4 1/2"46'-4" ℄ Brg. to ℄ Brg.
Elastomeric Bearing "C" (Typ.)Fixed Shoe "C" (Typ.)
1'-4 1/2"
2'-6"2'-6"2'-6"4'-6" EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
1'-3"1'-3"
1'-0 3/4"
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
24 39
1401811
FRAMING PLAN - SPAN 6
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
NOTES:
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
39'-4 3/4" ℄ Pier to ℄ Brg. at Bent
Girder No. 1
Line "PR-CLT-2"
Girder No. 2
FRAMING PLAN - SPAN No. 7
Scale: 1/2" = 1'-0"
Girder No. 3
Girder No. 41'-3"1'-3"2'-6"2'-6"1'-4 1/2"
Elastomeric Bearing "C" (Typ.)Fixed Shoe "C" (Typ.)
℄ Brg. Bent No. 8
38'-0 1/4" ℄ Brg. to ℄ Brg.
℄ Brg.℄ Pier No. 7
2'-6"2'-6"2'-6"4'-6"4'-0"(Typ. Int.)(Typ. Ext.) EXISTING GIRDER - SECTION
Scale: 3/4" = 1'-0"
1'-3"1'-3"
Line "PR-CLT 2"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
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1401811
FRAMING PLAN - SPAN 7
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
NOTES:
For General Notes, see sheet 6.
For Bearing Details, see sheet 27.
℄ Pier
BEAM END REMOVAL AT PIERS
No Scale
℄ Bent
BEAM END REMOVAL AT BENTS
No Scale
2"2"2"
NOTES:
In addition to the steel within 2 inches of the ℄ Pier or Face of Mudwall. All
Existing Bearing Assemblies are to be removed. This includes Rockers, Base
Plates, RR Track, Shim Plates, Bearing Plates, and any other material between the
bottom of the bottom flange and existing beam seats.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
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STEEL REMOVAL DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Steel Removal Detail.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
Span 2
Span 3
Span 4
Span 5
Span 6
Span 7
Structural Steel, Field Cut
Span 1 376 in²
220 in²
220 in²
328 in²
320 in²
296 in²
268 in²
FIXED SHOE DETAILS
Scale: 1 1/2" = 1'-0"
8"2"4"4"
4"R40'℄ Bearing (Fixed)W3"2"1 1/2"5/8" Hole
1 1/4" Deep
3"3"℄ Beam
4"
8"TPL TP
WTPT TP
1/2" Stud
Driving Fit
Location of holes thru Top Plate to
be field drilled with Btm. Flange
W &BRGWTP5/8" Hole
1 1/4" Deep
1 1/2"1 1/2"WBPWBRGWBP-3"3"3"A 15"
B
C
TypeWBP TOP PLATE
W T L T T T W BRG W B
17"
12 3/4"
14"
16"
14"
1 1/4"
1 3/4"
1 3/4"
15"
17"
12 3/4"
21"
23"
18 3/4"
FIXED BASE
SECTION
TOP PLATE
L T
TTROCKER W BOTTOM PLATE
L B T B
8"
8"
8"
2"
2"
2"
**Location of drilled holes
through top plate and
bottom flange to be
determined in the field.
*T3/4"1"1/4"
1/2"
PINTEL DETAIL
Scale: 3" = 1'-0"TP℄ Pier℄ Brg.
ELASTOMERIC BEARING
EXISTING BEAM
Scale: 1 1/2" = 1'-0"
℄ Existing Beam
2 1/8"
Retainer Hat
WT
W
1/2" Shim
1/8"
Typ.
L
1" Min.
3"3"1 1/2"Beam
SECTION ELEVATION
L T
Bearing Pad
Bearing Plate
A 17 1/16"
B
C
Type
BEARING PLATE
W T L T
18 7/8"
14 3/4"
14"
16"
14"
S1-a
Bearing Pad WL
8"
10"
8"
11"
13"
11"
S1-a
S1-a
PLAN
*** Location of drilled holes through top plate and
bottom flange to be determined in the field.
PLAN ELEVATION
Scale: 3" = 1'-0"
DOUBLE RETAINER DETAIL
6 11/16"
3 3/8"4"8"6 11/16"4"3 3/8"
3 3/8"
1 1/8" Bolt
See INDOT Stnd.
Dwg. 726-BEBP-04
ELEVATION
Scale: 3" = 1'-0"
SINGLE RETAINER DETAIL
NOTE: Double Retainer to be used at Span 1 Pier 2 only.
Pier 2
Pier 3
Pier 4
Pier 5
QUANTITIES
Pier 6
Pier 7
Elastomeric
Brg. Assembly
Drilled
Holes
Structural
Steel *
590
590
24
32
Rivet
Removal **
Bent 8 4 0 16 16
Bent 1 0 16
32
32
Totals 24 5,499 192 192
EA.LBS.EA.EA.
4
2
2
4
4
4
875
861
861
861
861
16
24
16
16
24
24
32
32
32
Estimated Quantity
Undistributed Quantity, Assumed 1 Rivet Removed at Each Drilled Hole Location
*
**
Cut Washer
into concrete
No Scale
SWEDGED ANCHOR BOLT DETAIL
Hex Nut
3"
Thread
1'-4" (Min.) Embedment
3/4" ∅ x 1'-10 Anchor Bolt A325 (Swedged)
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
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1401811
BEARING DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Framing Plan.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
All structural steel to be A709 Grade 50 unless noted.
Rocker to be finished from 3" thickness.
Curved surfaces of shoes to be machined after welding completed.
NOTES:
28'-8" ℄ Brg. Bent to ℄ Pier
DECK PLAN - SPAN No. 1
Scale: 1/2" = 1'-0"
Line "PR-CLT-2"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Trail14'-0"29'-9 1/2" Out to Out Floor Slab
DECK SECTION - SPAN No. 1
Scale: 1/2" = 1'-0"
1'-3"
44 Spaces @ 8" Max. = 29'-3 1/2" (501 Top Slab, #5 Bottom Slab)3"3"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"SUPERSTRUCTURE SPAN No. 1
BILL OF MATERIALS
CONCRETE
MISCELLANEOUS
1,338Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
2,205Total E.C. Reinforcing Steel
501 45 14'-10"
#4 44 29'-5"
#5 45 13'-8"
℄ Brg. Bent No. 1 ℄ Pier No. 2
44-#4 x 29'-5"
(22 Top & 22 Bottom)
45-501 (Top Slab)
45-#5 x 13'-8" (Bottom Slab)
1 1/2"7'-0"7'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"
#4 (Typ.)
2%
501 (Top)
#5 x 13'-8"
(Bottom)6"
(Typ.)
3/4" Half Round
Drip Bead (Typ.)
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
867Total #4
#5
Class "C" Superstructure 12 Cys.
13'-8"
6'-9"6'-9"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
8" Typ.
@ Coping
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
3/4" Chamfer
(Typ.)
Bridge Expansion
Joint, PCF3/4"3" Joint Opening
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
3/4" Chamfer3/4"3" Joint Opening
BENT 1 PIER 28"8"Span 1 Span 1
Bridge Expansion
Joint, PCF 1'-0"Mudwall
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
28 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 1
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 29-34.
NOTES:
DECK PLAN - SPAN No. 2
Scale: 1/2" = 1'-0"
59'-11 5/8 ℄ Pier to ℄ Pier
℄ Pier No. 2
1 1/2"7'-0"7'-0"59'-8 5/8" Out to Out Floor Slab
89 Spaces @ 8" Max. = 59'-2 5/8" (Top & Bottom Slab)3"3"14'-0"21 Spaces @ 8" Max. = 13'-6"3"3"℄ Pier No. 3
1 1/2"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Roadway
21 Spaces @ 8" Max. = 13'-6" (#4 Top and Bottom)3"3"
2%
DECK SECTION - "B-B"
Scale: 1/2" = 1'-0"
Line "PR-CLT-2"
22 Lines (Bottom Slab)
2-#4 x 30'-9" Ea. Line
44-#4 x 30'-9" Total Req'd.
(2'-0" Min. Lap)
90-501 (Top Slab)
90-#5 x 13'-8" (Bottom Slab)
22 Lines (Top Slab)
2-#4 x 30'-9" Ea. Line
44-#4 x 30'-9" Total Req'd.
(2'-0" Min. Lap)
SUPERSTRUCTURE SPAN No. 2
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
22 Cys.
2,675Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
4,757Total E.C. Reinforcing Steel
501 90 14'-10"
#4 88 30'-9"
#5 90 13'-8"
BAR BENDING DETAILS
No Scale
1,943Total #4
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"
"B"
"B"
#4 (Typ.)
#5 @ 8"8"8" = 2'-0"
4"1'-0" DECK SECTION - "C-C"
Scale: 1/2" = 1'-0"
#4 @ 8"
4 Lines (Bottom of End Beam Slab)
1-#6 x 6'-8" Ea. Line
4-#6 x 6'-8" Total Req'd.
138Total #6
501
#5
8"4 Lines (Bottom of End Beam Slab)
1-#6 x 6'-8" Ea. Line
4-#6 x 6'-8" Total Req'd.
#6 8 6'-8"
3/4" Half Round
Drip Bead (Typ.)
490 32 6'-4"
2'-6"
3"3 Spa. @
#6
2'-6"4 1/4"8"8"
2'-0"6" 490 x 6'-4"
490
#6 16 2'-5"
8 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
8-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.3 Spa. @ 8"Max=2'-0"2'-8"3 Spa. @ 8"Max=2'-0"2'-8"7 Spa. @ 8" Max = 4'-2"16-490 (Per Span End) 32 Total Req'd3"3"3"3""C""C"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
3/4" Chamfer3/4"3" Joint Opening
PIER 2
3/4" Chamfer 3/4"3" Joint Opening
PIER 38"1'-0"1'-0"1'-0"Bridge Expansion
Joint, PCF
Bridge Expansion
Joint, PCF Span 1 Span 1
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
29 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 2
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28 & 30-34.
NOTES:
DECK PLAN - SPAN No. 3
Scale: 1/2" = 1'-0"
60'-4 3/4" ℄ Pier to ℄ Pier
℄ Pier No. 3
1 1/2"7'-0"7'-0"60'-1 3/4" Out to Out Floor Slab
90 Spaces @ 8" Max. = 59'-7 3/4" (Top & Bottom Slab)3"3"14'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top and Bottom)3"3"℄ Pier No. 4
1 1/2"
Line "PR-CLT-2"
22 Lines (Bottom Slab)
2-#4 x 31'-0" Ea. Line
44-#4 x 31'-0" Total Req'd.
(2'-0" Min. Lap)
91-501 (Top Slab)
91-#5 x 13'-8" (Bottom Slab)
22 Lines (Top Slab)
2-#4 x 31'-0" Ea. Line
44-#4 x 31'-0" Total Req'd.
(2'-0" Min. Lap)
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Trail
21 Spaces @ 8" Max. = 13'-6" (#4 Top and Bottom)3"3"
2%
DECK SECTION - "B-B"
Scale: 1/2" = 1'-0"
#4 (Typ.)
"B"
"B"
"C""C"
SUPERSTRUCTURE SPAN No. 3
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
23 Cys.
2,705Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
4,801Total E.C. Reinforcing Steel
501 91 14'-10"
#4 88 31'-0"
#5 91 13'-8"
1,957Total #4
138Total #6
4 Lines (Bottom of End Beam Slab)
1-#6 x 6'-8" Ea. Line
4-#6 x 6'-8" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 6'-8" Ea. Line
4-#6 x 6'-8" Total Req'd.
501
#5
#6 8 6'-8"
3/4" Half Round
Drip Bead (Typ.)
#5 @ 8"
8" = 2'-0"
4"1'-0" DECK SECTION - "C-C"
Scale: 1/2" = 1'-0"
#4 @ 8"8"2'-6"
3"3 Spa. @
#6490
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"
2'-6"4 1/4"8"8"
2'-0"6" 490 x 6'-4" 490 32 6'-4"
#6 16 2'-5"
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.3 Spa. @ 8"Max=2'-0"2'-8"3 Spa. @ 8"Max=2'-0"2'-8"7 Spa. @ 8" Max = 4'-2"16-490 (Per Span End) 32 Total Req'd4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.
4 Lines (Bottom of End Beam Slab)
1-#6 x 2'-5" Ea. Line
4-#6 x 2'-5" Total Req'd.3"3"3"3"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
3/4" Chamfer 3/4"3" Joint Opening
PIER 4
3/4" Chamfer3/4"3" Joint Opening
PIER 3 8"1'-0"1'-0"1'-0"Bridge Expansion
Joint, PCF
Bridge Expansion
Joint, PCFSpan 3Span 3
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
30 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 3
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28-29 & 31-34.
NOTES:
43'-7 3/4" ℄ Pier to ℄ Pier
℄ Pier No. 4
1 1/2"7'-0"7'-0"43'-4 3/4" Out to Out Floor Slab
65 Spaces @ 8" Max. = 42'-10 3/4" (501 Top Slab & #5 Bottom Slab)3"3"14'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"℄ Pier No. 5
1 1/2"
Line "PR-CLT-2"
22 Lines (Bottom Slab)
2-#4 x 22'-7" Ea. Line
44-#4 x 22'-7" Total Req'd.
(2'-0" Min. Lap)
66-501 (Top Slab)
66-#5 x 13'-8" (Bottom Slab)
22 Lines (Top Slab)
2-#4 x 22'-7" Ea. Line
44-#4 x 22'-7" Total Req'd.
(2'-0" Min. Lap)
DECK PLAN - SPAN No. 4
Scale: 1/2" = 1'-0"
DECK SECTION - SPAN No. 4
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Trail
21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"
#4 (Typ.)
2%
501
#5
6"
(Typ.)
3/4" Half Round
Drip Bead (Typ.)
SUPERSTRUCTURE SPAN No. 4
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
17 Cys.
1,962Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
3,289Total E.C. Reinforcing Steel
501 66 14'-10"
#4 88 22'-7"
#5 66 13'-8"
1,327Total #4
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
3/4" Chamfer
Pre-Compressed
Foam Joint 3/4"3" Joint Opening
PIER 4 PIER 5
3/4" Chamfer3/4"3" Joint Opening
Span 4Span 4
Bridge Expansion
Joint, PCF
Bridge Expansion
Joint, PCF1'-0"8"8"8"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
31 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 4
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28-30 & 32-34.
NOTES:
49'-1 1/4" ℄ Pier to ℄ Pier
℄ Pier No. 5
1 1/2"7'-0"7'-0"48'-10 1/4" Out to Out Floor Slab
73 Spaces @ 8" = 48'-4 1/4" (501 Top Slab & #5 Bottom Slab)3"3"14'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"℄ Pier No. 6
1 1/2"
Line "PR-CLT-2"
22 Lines (Bottom Slab)
2-#4 x 25'-4" Ea. Line
44-#4 x 25'-4" Total Req'd.
(2'-0" Min. Lap)
74-501 (Top Slab)
74-#5 x 13'-8" (Bottom Slab)
22 Lines (Top Slab)
2-#4 x 25'-4" Ea. Line
44-#4 x 25'-4" Total Req'd.
(2'-0" Min. Lap)
DECK PLAN - SPAN No. 5
Scale: 1/2" = 1'-0"
DECK SECTION - SPAN No. 5
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Trail
21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"
#4 (Typ.)
2%
501
#5
6"
(Typ.)
3/4" Half Round
Drip Bead (Typ.)
SUPERSTRUCTURE SPAN No. 5
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
19 Cys.
2,200Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
3,689Total E.C. Reinforcing Steel
501 74 14'-10"
#4 88 25'-4"
#5 74 13'-8"
1,489Total #4
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
PIER 6
3/4" Chamfer3/4"3" Joint Opening
3/4" Chamfer 3/4"3" Joint Opening
PIER 5
Bridge Expansion
Joint, PCF
Bridge Expansion
Joint, PCF
Span 5Span 5 8"8"8"8"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
32 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 5
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28-31 & 33-34.
NOTES:
49'-1" ℄ Brg. to ℄ Brg.
℄ Pier No. 6
1 1/2"
48'-10" Out to Out Floor Slab
3"3"
℄ Pier No. 7
1 1/2"
Line "PR-CLT-2"
DECK PLAN - SPAN No. 6
Scale: 1/2" = 1'-0"
DECK SECTION - SPAN No. 6
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Trail
21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"
#4 (Typ.)
2%
501
#5
6"
(Typ.)
3/4" Half Round
Drip Bead (Typ.)
SUPERSTRUCTURE SPAN No. 6
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
19 Cys.
2,200Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
3,684Total E.C. Reinforcing Steel
501 74 14'-10"
#4 88 25'-3"
#5 74 13'-8"
1484Total #4
73 Spaces @ 8" = 48'-4" (501 Top Slab & #5 Bottom Slab)14'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"74-501 (Top Slab)
74-#5 x 13'-8" (Bottom Slab)7'-0"7'-0"22 Lines (Bottom Slab)
2-#4 x 25'-3" Ea. Line
44-#4 x 25'-3" Total Req'd.
(2'-0" Min. Lap)
22 Lines (Top Slab)
2-#4 x 25'-3" Ea. Line
44-#4 x 25'-3" Total Req'd.
(2'-0" Min. Lap)
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
PIER 7
3/4" Chamfer3/4"3" Joint Opening
3/4" Chamfer 3/4"3" Joint Opening
PIER 6
Bridge Expansion
Joint, PCF
Bridge Expansion
Joint, PCF
Span 6Span 6 8"8"8"8"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
33 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 6
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28-32 & 34.
NOTES:
39'-4 3/4" ℄ Pier to ℄ Brg. Bent No. 8
℄ Pier No. 7
40'-10 3/4" Out to Out Floor Slab
61 Spaces @ 8" Max. = 40'-4 3/4" (501 Top Slab & #5 Bottom Slab)3"3"
1 1/2"
Line "PR-CLT-2"
22 Lines (Bottom Slab)
2-#4 x 21'-4" Ea. Line
44-#4 x 21'-4" Total Req'd.
(2'-0" Min. Lap)
62-501 (Top Slab)
62-#5 x 13'-8" (Bottom Slab)
DECK PLAN - SPAN No. 7
Scale: 1/2" = 1'-0"
℄ Brg. Bent No. 8
1'-7 1/2"
22 Lines (Top Slab)
2-#4 x 21'-4" Ea. Line
44-#4 x 21'-4" Total Req'd.
(2'-0" Min. Lap)
DECK SECTION - SPAN No. 7
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
2%
Pedestrian Railing
4'-9" Min. Height
(Typ.)
14'-0" Out to Out Coping
12'-5" Clear Roadway
21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"
#4 (Typ.)
2%
3/4" Half Round
Drip Bead (Typ.)
SUPERSTRUCTURE SPAN No. 7
BILL OF MATERIALS
CONCRETE
Class "C" Superstructure
MISCELLANEOUS
16 Cys.
1,843Total #5
EPOXY COATED REINFORCING STEEL
Mark Bars
Size or No. of Length Weight
(lbs)
3,097Total E.C. Reinforcing Steel
501 62 14'-10"
#4 88 21'-4"
#5 62 13'-8"
1,254Total #414'-0"21 Spaces @ 8" Max. = 13'-6" (#4 Top & Bottom)3"3"7'-0"7'-0"501 (Top)
BAR BENDING DETAILS
No Scale
7" Hooks
501 x 14'-10"
13'-8"
6'-9"6'-9"
#5
6"
(Typ.)1 5/8"2" Conduit
(Typ. Both Copings)
Detail "A"
2" Conduit
2" Conduit
See Light Post
Base Plate Detail
(Typ.)
See Light Post
Base Plate Detail
(Typ.)
8" Typ.
@ Coping
P.G.
1" Clear.
2%
DETAIL "A"
Scale: 1" = 1'-0"
LIGHT POST BASE PLATE DETAIL
Scale: None
"A""A"
3" x 3" Hole
For Conduit
Access
2" Schedule
80 Pipe
8" x 8" x 1/2"
Steel Base Plate
5" x 5" x 1/4" HSS
SECTION
PLAN VIEW
2" Riser
2" Conduit
Top Transverse
#5 @ 8"
Btm. Transverse
#5 @ 8"
3/4" Chamfer3/4"3" Joint Opening
FOAM JOINT DETAIL
Scale: 1" = 1'-0"
BENT 8PIER 7
3/4" Chamfer 3/4"3" Joint Opening
Bridge Expansion
Joint, PCF
Span 7Span 7
Bridge Expansion
Joint, PCF 8"8"8"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
34 39
1401811
SUPERSTUCTURE DETAILS - SPAN No. 7
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Superstructure.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
All reinforcing to be epoxy coated.
For Reinforcing Bar Notes, see Std. Dwg. 703-BRST-01.
For General Notes, see sheet 6.
For additional Superstructure Details, see sheets 28-33.
NOTES:
1SCALE: 1/2" = 1'-0"TYPICAL ELEVATION4'-7"4 3/4"3'-7 1/2"5 3/4"8'-0" o.c.4'-0" o.c.℄℄1 3/4" x 1 3/4" x 1/8" GAUGEHSS TOP RAIL,POWDERCOATED TO MATCHPOST COLOR.1" x 1" x 1/8" HSS PICKET, POWDERCOATED.5" x 5" x 1/4" THICK HSS POSTWITH 1/2" THICK STEEL PLATECAP FULLY WELDED TO POST,ALL POWDERCOATED.1 3/4" SQ. 12 GAUGESTEEL BOTTOM RAIL,POWDERCOATED.8" SQ x 1/2" THICKSTEEL BASE PLATE FULLYWELDED TO POST.4" LONG, 3/8" DIA. STAINLESS STEEL, ALLTHREAD BOLT. EPOXY SET WITH HILTI-HIT 500OR EQUAL. PROVIDE SST NUT AND CUTEXCESS BOLT ABOVE NUT, GRIND SMOOTH.4 PER POST.3 7/8" MAX.3 7/8" MAX.3 7/8" MAX.3 7/8" MAX.REFER TO PLANS FORRECESSED LIGHT LOCATIONS.2SCALE: 1/2" = 1'-0"BRIDGE ABUTMENT RAILING2'-0 1/2"℄1'-7 1/2"VARIES. REFER TO PLANS.3 3/4" MAX.℄3 7/8" MAX.FULL WELD 1 3/4" ABUTMENT RAILING TOPOST AT ALL LOCATIONS. TENON NOTREQUIRED AT ABUTMENT RAILINGCONNECTION.REFER TO TYPICAL TENON DETAILS FORSTANDARD ATTACHMENT REQUIREMENTS.℄OPENING IN BASE PLATE FORELECTRICAL CONDUITS. VERIFYOPENING SIZE MEETSELECTRICAL REQUIREMENTS.3" SQ.8" SQ.PLAN5"X5"X1/4" HSS POST.8'-0"8'-0"2'-0 1/2"4'-7 5/16"8'-0"L1L1RECESSED POSTLIGHT, L1 TYPICAL.L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L116'-0"BENT 1. SEE ENGINEERINGPLANS FOR LOCATIONS, TYP.BENT 2.BENT 3.BENT 4.BENT 5.BENT 6.BENT 7.8'-0"REFER TO DETAIL 2 FORABUTMENT RAILINGREQUIREMENTS.BOLLARD, TYPE 1,SWING GATEREFER TO DETAIL 3 FORTYPICAL POST.4???STA. 10+45.906' 5-1/2" RTSTA. 10+53.906' 5-1/2" RTSTA. 10+84.556' 5-1/2" RTSTA. 10+68.556' 5-1/2" RTSTA. 10+66.516' 5-1/2" RTSTA. 10+76.556' 5-1/2" RTSTA. 11+16.556' 5-1/2" RTSTA. 11+00.556' 5-1/2" RTSTA. 11+08.556' 5-1/2" RTSTA. 11+48.556' 5-1/2" RTSTA. 11+32.556' 5-1/2" RTSTA. 11+40.556' 5-1/2" RTSTA. 11+80.556' 5-1/2" RTSTA. 11+64.556' 5-1/2" RTSTA. 11+72.556' 5-1/2" RTSTA. 12+12.556' 5-1/2" RTSTA. 11+96.556' 5-1/2" RTSTA. 12+04.556' 5-1/2" RTSTA. 12+44.556' 5-1/2" RTSTA. 12+28.556' 5-1/2" RTSTA. 12+36.556' 5-1/2" RTSTA. 12+76.556' 5-1/2" RTSTA. 12+60.556' 5-1/2" RTSTA. 12+68.556' 5-1/2" RTSTA. 13+08.556' 5-1/2" RTSTA. 12+92.556' 5-1/2" RTSTA. 13+00.556' 5-1/2" RTSTA. 13+40.556' 5-1/2" RTSTA. 13+24.556' 5-1/2" RTSTA. 13+32.556' 5-1/2" RTSTA. 13+72.556' 5-1/2" RTSTA. 13+56.556' 5-1/2" RTSTA. 13+64.556' 5-1/2" RTSTA. 10+61.906' 5-1/2" RTSTA. 10+92.556' 5-1/2" RTSTA. 11+24.556' 5-1/2" RTSTA. 11+56.556' 5-1/2" RTSTA. 11+88.556' 5-1/2" RTSTA. 12+20.556' 5-1/2" RTSTA. 12+52.556' 5-1/2" RTSTA. 12+84.556' 5-1/2" RTSTA. 13+16.556' 5-1/2" RTSTA. 13+48.556' 5-1/2" RTL1L1L1L1L1L1L1L1L1L1L1L1L1L1L17'-10"7'-10"3'-6 7/16"3'-6 7/16"2'-0 1/2"2'-0 7/8"R4'-7 1/8"8'-1 7/16"BENT 6.BENT 7.BENT 8.8'-0"8'-0"BOLLARD, TYPE 1,SWING GATESTA. 13+08.556' 5-1/2" RTSTA. 13+00.556' 5-1/2" RTSTA. 13+40.556' 5-1/2" RTSTA. 13+24.556' 5-1/2" RTSTA. 13+32.556' 5-1/2" RTSTA. 13+72.556' 5-1/2" RTSTA. 13+80.556' 5-1/2" RTSTA. 13+56.556' 5-1/2" RTSTA. 13+64.556' 5-1/2" RTSTA. 13+88.556' 5-1/2" RTSTA. 13+96.556' 5-1/2" RTSTA. 14+00.096' 5-1/2" RTSTA. 14+02.156' 5-1/2" RTSTA. 14+09.986' 5-1/2" RTSTA. 14+14.5112' 1-5/16" RTSTA. 13+16.556' 5-1/2" RTSTA. 13+48.556' 5-1/2" RT12'-5" CLEAR POST FACES12'-10" o.c.4SCALE: 1/2" = 1'-0"RAILING SECTION ON BRIDGE DECKREFER TO ENGINEERINGPLANS AND DETAILS FORBRIDGE REQUIREMENTS.3" CLEAR, TYP.7" O.C.REFER TO DETAILS THIS SHEETFOR POST AND RAILINGREQUIREMENTS.6" LONG, 12 GAUGE TENON, FULLY WELDEDTO POST AND POWDERCOATED TO MATCHPOST COLOR, TYPICAL ALL LOCATIONS.REFER TO BRIDGE ABUTMENT RAILINGDETAILS FOR UNIQUE CONDITIONS.PROVIDE ONE COUNTERSUNK SST SETSCREW ON EACH END OF EACH RAILING,1" MIN. CLEAR FROM POST.REFER TO PLAN FOR LIGHTING LOCATIONS. CENTERLIGHT IN POST, AND CUT OPENING TO MATCHFIXTURES NOTED IN SPECIFICATIONS. ALIGN TOP OFLIGHT TO TOP OF INTERMEDIATE RAILING.5"4 1/4"3 7/8" MAX.3SCALE: 1/2" = 1'-0"TYPICAL POSTELEVATION5x5x1/4" HSS, POWEDERCOATED, TYP.1/2" THICK STEEL CAP, FULLY WELDED ANDPOWDERCOATED TO MATCH POST.5SCALE: 3/32" = 1'-0"BRIDGE RAILING PLANFile Name: P:\1430 Coal Line Trail Phase 2\dwg\Stage 3 Phase 2\sheets\Phase 1\1430 Site Details.dwg Plot Date: 7/23/2021 Plotted By: Daniel Liggett
DESIGNED:CHECKED:DRAWN:CHECKED:RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATESHEETSofVERTICAL SCALEHORIZONTAL SCALECONTRACTBRIDGE FILEPROJECTDESIGNATIONSURVEY BOOK09/10/2021DLDL / PS / KKPAPA1" = 10'N/A-1401811-R-38064XX1401811INDIANADEPARTMENT OF TRANSPORTATIONRUNDELLERNSTBERGERASSOCIATESLand Architecture + Urban Design + Land Planning618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080RAILING DETAILS35MATCHLINE A
MATCHLINE A
Line "PR-CLT-2"Line "PR-CLT-2"
3'-8 1/2"3'-8 1/2"
3'-8 1/2"
3'-8 1/2"3'-10 1/8"3'-10 1/8"
5 Spaces @ 10'-0" = 50'-0"
1'-3 1/2"
1'-5"2 Space @ 10'-0" = 20'-0"
1'-3"1'-3"1'-3 1/2"
5 Spaces @ 10'-0" = 50'-0"
Screed Line "A"
Screed Line "B"
Screed Line "C"
Screed Line "D"
Screed Line "E"
Screed Line "F"
Screed Line "G"
1
℄ Brg. Bent No. 1 ℄ Pier No. 2 ℄ Pier No. 3
℄ Pier No. 4
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
SCREEDS - SPAN No. 1, 2, & 3
Scale: 3/16" = 1'-0"
SCREED SECTION - SPAN No. 1
Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
Scale: 1/2" = 1'-0"
SCREED SECTION - SPAN No. 2 SCREED SECTION - SPAN No. 3
A B D F G
3'-6"3'-6"3'-6"3'-6"
7'-0"
14'-0"
7'-0"
℄ Bridge &
Line "PR-CLT 2"
A B D F G
3'-6"3'-6"3'-6"3'-6"
7'-0"
14'-0"
7'-0"
℄ Bridge &
Line "PR-CLT 2"
A B C D E F G
3'-6"2'-0"1'-6"1'-6"2'-0"3'-6"
7'-0"
14'-0"
7'-0"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
36 39
1401811
SCREED DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Screeds.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For additional Screed Details, see sheets 37-38.
NOTES:
Screed Line "A"
Screed Line "B"
Screed Line "C"
Screed Line "D"
Screed Line "E"
Screed Line "F"
Screed Line "G"
℄ Pier No. 4
℄ Pier No. 5 ℄ Pier No. 6 ℄ Pier No. 7
22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42
4 Space @ 10'-0" = 40'-0"
5 1/4"
1'-4 1/2"1'-4 1/2"
3'-2 1/8"
4 Space @ 10'-0" = 40'-0"
1'-4 1/2"1'-4 1/2"
3'-2"
4 Space @ 10'-0" = 40'-0"
1'-4 1/2"
3'-2"
SCREEDS - SPAN No. 7
Scale: 3/16" = 1'-0"
SCREEDS - SPAN No. 4, 5 & 6
Scale: 3/16" = 1'-0"3'-3"2'-6"1'-3"3'-3"2'-6"1'-3"℄ Pier No. 7 ℄ Brg. Bent No. 8
43 44 45 46 47 48
1'-4 1/2"
4'-0"
3 Space @ 10'-0" = 30'-0"4'-0"
1'-5"
5 1/4"3'-2 1/8"
SCREED SECTION - SPAN No. 4
Scale: 1/2" = 1'-0" SCREED SECTION - SPAN No. 5
Scale: 1/2" = 1'-0"
SCREED SECTION - SPAN No. 6
Scale: 1/2" = 1'-0"
SCREED SECTION - SPAN No. 7
Scale: 1/2" = 1'-0"
℄ Bridge &
Line "PR-CLT 2"
A B C D E F G
3'-3"2'-6"1'-3"1'-3"2'-6"3'-3"
7'-0"
14'-0"
7'-0"
℄ Bridge &
Line "PR-CLT 2"
A B C D E F G
3'-3"2'-6"1'-3"1'-3"2'-6"3'-3"
7'-0"
14'-0"
7'-0"
℄ Bridge &
Line "PR-CLT 2"
A B C D E F G
3'-3"2'-6"1'-3"1'-3"2'-6"3'-3"
7'-0"
14'-0"
7'-0"
℄ Bridge &
Line "PR-CLT 2"
A B C D E F G
3'-3"2'-6"1'-3"1'-3"2'-6"3'-3"
7'-0"
14'-0"
7'-0"
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
37 39
1401811
SCREED DETAILS
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Screeds.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
For General Notes, see sheet 6.
For additional Screed Details, see sheets 36 & 38.
NOTES:
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
38 39
1401811
SCREED TABLE
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Screeds.dwg Plot Date: 7/23/2021 Plotted By: David Zola8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
NOTES:
For Additional Screed Details, See Sheets 36 & 37.
PROCEDURE AND NOTES:
After the beams are set and prior to setting the deck forms,
take elevations at all screed points on top of the beams. Enter
these elevations in the table. Subtract these elevations from
the tabulated elevations and use the resulting dimensions as
the height for setting screed forms above these points. These
dimensions remain constant regardless of how much or in
what order the concrete is poured.
DO NOT SET SCREED FORMS BY LEVELING.
Formwork for the floor slab shall not be set until the above
operations are completed and are to be approved by the
ENGINEER.
Screed elevations as shown in the table are calculated based
on a deadload deflection of zero.
1.
2.
3.
4.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKCJDDJZ
BSF CJD
AS NOTED
AS NOTED
-
1401811
-
R-38065
39 39
1401811
BRIDGE SUMMARY
COAL LINE TRAIL OVER ST. JOSEPH RIVER
INDIANA
DEPARTMENT OF TRANSPORTATION
File Name: P:\RD\C3D\16-406\Bridge\Dwg\Plans\Bridge Summary.dwg Plot Date: 7/23/2021 Plotted By: David ZolaCLASS C
SUPERSTR
cys.
ITEM
RAILING,
CONCRETE
FC
cys.cys.cys.
FTG.
CLASS BCLASS A
SUBSTR
CONCRETE
IN
lft.lbs.lbs.
REINF.
BARS
COATED
REINF.
BARS
EPOXY PILES
lbs.
STRUCT.
STEEL
no.lft.no.
HP12 x 74
STEEL H,
lft.sq/inch
FIELD CUT
STRUCTURAL DRILLED
HOLE
each
PNEUMATICALLY
PLACED
MORTAR *
sft.lft.
SURFACE
SEAL
gal
**
STEEL,
Totals
SUMMARY OF BRIDGE QUANTITIES
BRIDGE
EXPANSION
L.S.Lft.
JOINT, PCF
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
Bent No. 1
EPOXY *
INJECTION
CRACK
sft.
BEARING
ASSEMBLY
ELASTOMERIC
each each
RIVET
REMOVE
PILE, TEST PILE,
DYNAMIC,
PRODUCTION
CLEAN
BRIDGE
STEEL TEST PILE,
DYNAMIC,
RESTRIKE
eachLS.L.S.lft.
CONC. STR. MEMBERS
BOX BEAMS
TYPE
BULB-TEE
BEAM,
36" x 49"
no.lft.each
Pier No. 2
Bent No. 8
Pier No. 3
Pier No. 4
Pier No. 5
Pier No. 6
Pier No. 7
Superstructure
FIELD
CONCRETE
STRUCTURAL
STEEL
DRILLED
HOLE
PREPERATION
EPOXY
INJECTION
EPOXY
MATERIAL
EPOXY
INJECTION
FINISHING
EQUIPMENT
PAINT
BRIDGE
STEEL
LS.
192
1 1
1 1
4.8
1.6
2.3
4.8
3.3
1.6
1.8
2.9
23.1128.0 27,250 44016802028
1
1 19224 400.0 4 1
Span 1
Span 2
Span 3
Span 4
Span 5
Span 6
Span 7
12
22
23
17
19
19
16
267
198
176
265
200
165
202
295
2,205
4,757
4,801
3,289
3,689
3,684
3,097
210
210
210
210
210
210
210
210
4
2
2
4
4
4
4
24
16
16
24
32
32
32
16
48
72
48
48
48
48
48
80
14
14
14
14
14
14
14
14
112
each
"A"
FIXED
SHOE
24
2
4
2
4
4
4
4
5420
5420
* Undistributed Quantity
376
220
220
328
320
296
268
24
16
16
24
32
32
32
16
50
50
50
50
50
50
50
50
** Estimated Quantity