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1 of 13 Printed 3.16.2015
Instructions for Use of Simplified Plan Sheet Templates
The intent of this template is to provide a tool for designers to guide them in creating plan
sheets when using the simplified plan process. The use of these sheet templates does not
relieve the designer of the responsibility to perform the necessary structural calculations and
analysis to design a structure in accordance with AASHTO/ODOT specifications. Ultimately, it is
the designer’s responsibility to verify that the plan sheets reflect a working design.
Appendices:
• Appendix 1 – Template Prints (11x17, annotated in color)
• Appendix 2 – Template Prints (11x17, annotations off)
• Appendix 3 – Matrix Prints (fit to 11x17 for reference)
File Naming:
• Sheet template files have generic file name prefix "CRXX_XXXX".
• Designer shall name files created from the templates using the bridge number following
typical ODOT file naming standards per Section 304 of the CADD Engineering Standards
Manual. Use "CR" for county route and "TR" for township route.
Print and Display Settings:
• Sheet template files have been set up with two "Saved Views" included:
o Scratch Print – displays all data fields and "SC_Scratch10" level guidance text.
o Final Print – displays only levels that should be printed in final plots.
INSTRUCTIONS CONTINUE ON NEXT PAGE �
2 of 13 Printed 3.16.2015
Sheet Border:
Figure 1: Sheet Border Template
• One sheet border template is provided – CRXX_XXXXBRDR.dgn (see Figure 1 above).
• This file is referenced to all sheets except Site Plan and Title Sheet.
• Designer is to complete all information in the title block. Refer to Section 102 and
Figure 102.5-3 of the 2007 BDM.
3 of 13 Printed 3.16.2015
Title Sheet (1/8) or (1/9):
Figure 2: Title Sheet Template (GT01 version shown, GT02 version similar)
• Two sheet templates are provided (see Figure 2 above):
o CRXX_XXXXGT01.dgn – for plans where Contractor provides the box beam design
o CRXX_XXXXGT02.dgn – for plans where Designer provides the box beam design
• Select the appropriate sheet template GT01 or GT02.
• Designer to complete all information on title sheet and provide location map.
• Designer to provide list of standard drawings, supplemental specifications, etc.
• Red text on "SC_Scratch10" level provides additional guidance.
4 of 13 Printed 3.16.2015
Site Plan (2/8) or (2/9):
Figure 3: Site Plan Template
• One sheet template is provided – CRXX_XXXXSP01.dgn (see Figure 3 above).
• Attach the survey basemap and move/rotate sheet border as required to center the
bridge location in the PLAN view area of the sheet.
• Designer is responsible for drafting PLAN and PROFILE views. When drafting the plan,
locate the center of the proposed structure at Station 10+00.00 for simplicity if the
proposed stationing is being set arbitrarily (e.g., the existing stationing is unknown or it
is not being re-established for the project).
• Designer is responsible for providing data required on the Site Plan per BDM 202.2.1,
including benchmarks, hydraulic data, traffic data. Placeholder text is provided in the
template.
• Designer is to complete all information in the title block. Refer to Section 102 and
Figure 102.5-3 of the 2007 BDM.
• Red text on "SC_Scratch10" level provides additional guidance.
5 of 13 Printed 3.16.2015
General Notes (3/8) or (3/9):
Figure 4: General Notes Template (Sheet 1 of 2)
• Two sheet templates are provided (see Figure 4 above and Figure 5 next page):
o CRXX_XXXXGN01.dgn – for typical general notes and structure-specific notes
o CRXX_XXXXGN02.dgn – for maintenance of traffic and pay item notes
• Required to complete "GN01" (shown above):
1. Provide list of standard drawings and supplemental specifications.
2. Provide list of all utilities having facilities in project vicinity.
3. Provide notes on in-stream work or environmental commitments.
4. Provide Item 202 note specific to project.
5. Provide appropriate General Note for piles or spread footings.
• Red text on "SC_Scratch10" level provides additional guidance.
1
2
3
4
5
6 of 13 Printed 3.16.2015
General Notes (4/8) or (4/9):
Figure 5: General Notes Template (Sheet 2 of 2)
• Two sheet templates are provided (see Figure 4 on previous page and Figure 5 above):
o CRXX_XXXXGN01.dgn – for typical general notes and structure-specific notes
o CRXX_XXXXGN02.dgn – for maintenance of traffic and pay item notes
• Required to complete "GN02" (shown above):
1. Provide Maintenance of Traffic notes specific to project.
2. Provide General Notes to further detail simplified Lump Sum pay items and
provide other General Notes as required specific to project.
• Red text on "SC_Scratch10" level provides additional guidance.
1 2
7 of 13 Printed 3.16.2015
Superstructure Details (5/8) or (5/9):
Figure 6: Superstructure Details Template
• One sheet template is provided – CRXX_XXXXSD01.dgn (see Figure 6 above).
• Required to complete this sheet:
1. TRANSVERSE SECTION of superstructure.
2. STRUCTURE LAYOUT AND FRAMING PLAN for bridge.
3. SECTION A-A through the abutment.
4. LEGEND and NOTES as required.
• Refer to "MATRIX-TS.dgn" for examples of Transverse Section and Section A-A.
• Refer to "MATRIX-DP.dgn" for examples of Structure Layout & Framing Plan.
• Designer is responsible for ensuring that all details shown are appropriate for the
specific project and revising if required.
1
2
3
4
8 of 13 Printed 3.16.2015
Abutment Details (6/8) or (6/9):
Figure 7: Abutment Details Template
• One sheet template is provided – CRXX_XXXXSD02.dgn (see Figure 7 above).
• Required to complete this sheet:
1. PLAN view of abutment.
2. ELEVATION view of abutment.
3. SECTION B-B through abutment.
4. TYPICAL WINGWALL ELEVATION for abutment.
5. Provide cut-off elevations and estimated pay lengths for piles.
6. Provide table of abutment elevations.
• Refer to "MATRIX-ABUT.dgn" for examples of Abutment Details.
• Designer is responsible for designing abutment foundations (piles or spread footings).
• Verify that appropriate foundation notes have been included in the General Notes and
that all information provided is accurate.
• Designer is responsible for ensuring that all details shown are appropriate for the
specific project and revising if required.
1
2
3
4
6
5
9 of 13 Printed 3.16.2015
Box Beam Details (not used) or (7/9):
Figure 8: Box Beam Details Template
• One sheet template is provided – CRXX_XXXXSD04.dgn (see Figure 8 above).
• Required to complete this sheet:
1. BEAM LAYOUT PLAN for box beams.
2. PART ELEVATION – TYPICAL BOX BEAM for box beams.
3. BEAM SECTION showing reinforcing and strand locations.
4. BEARING PAD LAYOUT showing size and placement of bearings.
5. Provide beam camber notes per ODOT Bridge Design Manual.
• Refer to template for examples of Beam Section and Bearing Pad Layout. Beam Layout
Plan and Part Elevation – Typical Box Beam must be drafted as required for the specific
project.
• Use this sheet only if designer is providing the box beam design.
1
2
3
4
5
10 of 13 Printed 3.16.2015
Deck Plan & End Diaphragm Details (7/8) or (8/9):
Figure 9: Deck Plan & End Diaphragm Details Template
• One sheet template is provided – CRXX_XXXXSD03.dgn (see Figure 9 above).
• Required to complete this sheet:
1. DECK PLAN for superstructure.
2. PART ELEVATION of end diaphragm at exterior beam.
3. SECTION C-C through end diaphragm and end of deck.
• Refer to "MATRIX-DP.dgn" for examples of Deck Slab Plan.
• Refer to "MATRIX-ABUT.dgn" for examples of Part Elevation.
• Refer to "MATRIX-TS.dgn" for examples of Section C-C.
• Designer is responsible for preparing reinforcing steel lists and elevation tables.
• Designer is responsible for ensuring that all details shown are appropriate for the
specific project and revising if required.
1
2 3
11 of 13 Printed 3.16.2015
Reinforcing Steel List (8/8) or (9/9):
Figure 10: Reinforcing Steel List Template
• One sheet template is provided – CRXX_XXXXRL01.dgn (see Figure 10 above).
• Required to complete this sheet:
1. ABUTMENT REINFORCING STEEL LIST by designer.
2. SUPERSTRUCTURE REINFORCING STEEL LIST by designer.
3. BENDING DIAGRAMS as determined by designer.
• Designer is responsible for preparing all reinforcing steel lists.
• Designer is responsible for ensuring that all details shown are appropriate for the
specific project and revising if required.
1 2
3
12 of 13 Printed 3.16.2015
Transverse Section Matrix "MATRIX-TS.dgn" Notes:
• Single-span composite box beams bridges using beam sizes CB17-48, CB21-48, CB27-48,
and CB33-48 for bridge widths of 20', 24', 28', and 32' (CB17-48 only).
• Single span non-composite box beam bridges using beam sizes B17-48, B21-48, B27-48,
and B33-48 for bridge width of 24'-0"
• Section A-A and Section C-C for composite and non-composite box beams.
• All examples use TST-1-99 bridge railing and DS-1-92 drip strip.
• Designer may use the details provided to develop Transverse Sections for other bridge
widths not included in the matrix.
Deck Plan Matrix / Structure Layout & Framing Plan Matrix "MATRIX-DP.dgn" Notes:
• Deck Plan examples for single-span composite box beam bridges with no skew
o Bridge spans from 39'-0" c/c bearing to 79'-0" c/c bearing
o Bridge widths of 20', 24', and 28'
o All examples use TST-1-99 bridge railing
• Deck Plan examples for single-span composite box beam bridges with skew
o Bridge spans, widths, and skews as noted
o One two-span example is provided
o Some examples are from projects that used DBR-2-73 bridge railing; these are
provided as a guide for designers needing to develop details of bridges with skew
that use TST-1-99 bridge railing
• Deck Plan examples for single-span non-composite box beam bridges
o Two examples are provided, one with skew and one with no skew
o Some examples are from projects that used DBR-2-73 bridge railing; these are
provided as a guide for designers needing to develop details of bridges with skew
that use TST-1-99 bridge railing
• Right Side, Structure Layout & Framing Plan examples are provided in similar fashion
• Stationing shown on Deck Plan and Structure Layout & Framing Plan examples assume
the center of the proposed bridge is located at Sta. 10+00.00.
• Designer may use the details provided to develop Deck Plan and Structure Layout &
Framing Plan details for other bridge configurations.
13 of 13 Printed 3.16.2015
Abutment Matrix "MATRIX-ABUT.dgn" Notes:
• Abutment examples for composite box beam bridges with no skew
o Box beam sizes CB17-48, CB21-48, CB27-48, and CB33-48
o Bridge widths of 20', 24', and 28'
o Steel piles (left) or reinforced concrete piles (right)
o All examples use TST-1-99 bridge railing
• Abutment examples for composite box beam bridges with skew, for reference
o Bridge widths and skews as noted
o One two-span example is provided also showing pier details
o Some examples are from projects that used DBR-2-73 bridge railing
• Abutment examples for non-composite box beam bridges, for reference
o Two examples are provided, one with skew and one with no skew
o Some examples are from projects that used DBR-2-73 bridge railing
• Abutment and pier examples for a two-span bridge, for reference
• Designer is responsible for designing foundations, determining required number and
spacing of piles, and showing the correct type, size, and spacing of piles in plan,
elevation, and sections.
• Designer is responsible for determining stationing and elevations for the specific project.
• Designer is responsible for determining a site-appropriate wingwall layout for skewed
bridge configurations. Example sketches are included on the right hand side of the
drawing showing how both flared and straight wingwalls can be made to accommodate
skew angles up to the 30-degree maximum allowed for box beams. For any skew, the
joint between the superstructure end diaphragm extension for the top-mounted TST-1-
99 railing post and the abutment wingwall is to be parallel to the box beams.
• Designer may use the details provided to develop Abutment details for other bridge
configurations.
Additional Information:
• If the designer provides the box beam design, verify that all sheet numbers have been
updated to reflect the additional sheet.
• Sheet numbers used in the templates will also require updating if the templates are
used for a bridge where the rear and forward abutments require separate details or a
bridge that has multiple spans.
• Upon completion of using the Simplified Plan Sheet Templates, designer shall verify that
all details shown are appropriate for the specific project.
DESIG
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7
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BRID
GE
NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
RAIL
RO
AD IN
VO
LV
EM
EN
T
N
LOCATION MAP
LATITUDE: N ° ' " LONGITUDE: W ° ' "
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
PORTION TO BE IMPROVED
INDEX OF SHEETS:
PROJECT DESCRIPTION
2013 SPECIFICATIONS
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
1-800-925-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
INTERSTATE HIGHWAY
STATE & FEDERAL ROUTES
OTHER ROADS
COUNTY & TOWNSHIP ROADS
CURRENT ADT (2012)
DESIGN YEAR ADT (2032)
DESIGN HOURLY VOLUME (2032)
NO
NE
TITLE SHEET 1
SITE PLAN 2
GENERAL NOTES 3, 4
5SUPERSTRUCTURE DETAILS
ABUTMENT DETAILS 6
7
1
8
LOCATION
PROJECT
M.P.H.
M.P.H.
DRAWINGS PREPARED BY:
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
XX
XX
X
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DECK PLAN & END DIAPRHAGM DETAILS
STANDARD CONSTRUCTION DRAWINGS
800
NWP #3
MGS-1.1 7/19/13
MGS-2.1
MGS-4.1
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
MGS-4.2
DS-1-92 7/18/03
PSBD-2-07 1/21/11
TST-1-99 1/17/14MGS-3.1
ENGINEERS SEAL:
SIGNED:
DATE:
BRIDGE SUPERSTRUCTURE
ENGINEERS SEAL:
SIGNED:
DATE:
OVERALL PROJECT
DESIGN BY:
DESIGN BY:
7/18/14
APPROVED
APPROVED
APPROVED
ENGINEERS SEAL:
DESIGN BY:
BRIDGE SUBSTRUCTURE
SIGNED:
DATE:
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT NOT REQUIRED, AREA < 1.00 ACRE
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
ENGINEER'S OFFICE
CTY-CRXX-XX.XX
[NAME] TOWNSHIP
[NAME] COUNTY
[NAME] COUNTY or CITY
ACRES
ACRES
ACRES
REPLACEMENT OF EXISTING BRIDGE CTY-CRXX-XXXX,
CT
Y-
CR
XX-
XX.X
X
[ROAD NAME] OVER [STREAM NAME],
INCLUDING MINIMAL REPLACEMENT OF APPROACH
PAVEMENT AND NEW GUARDRAIL.
REVISE ABOVE IF > 1.00 ACRE AND NOI IS REQUIRED
LOAD RATING
BEAM DESIGN AND
PROVIDING THE BOX
OF THE CONTRACTOR
SIGNATURE AND SEAL
DRAWINGS
PREPARING THESE
OF THE DESIGNER
SIGNATURE AND SEAL
NONE REQUIRED (OR LIST IF REQUIRED)
COMPLETE ALL FIELDS BELOW
COMPANY NAME
STREET ADDRESS
CITY, STATE, ZIP
CO
MP
LE
TE
AL
L
AP
PR
OP
RIA
TE FIE
LD
S IN TIT
LE B
LO
CK
EDIT TITLES BELOW AS APPROPRIATE
INFORMATION LISTED IN THE TABLE AS APPROPRIATE FOR THE SPECIFIC PROJECT.
SPECIAL PROVISIONS ARE SHOWN BELOW. DESIGNER IS RESPONSIBLE FOR REVISING
COMMONLY REFERENCED STANDARD DRAWINGS, SUPPLEMENTAL SPECIFICATIONS, AND
USE LATITUDE AND LONGITUDE FROM BMRP REPORT
CITY ENGINEER
THE COUNTY OR
AGENCY, TYPICALLY
OF THE SUPERVISING
SIGNATURE AND SEAL
INSERT THE APPROPRIATE COUNTY MAP
7/19/13
7/19/13
7/19/13
MT-97.10
MT-97.11
MT-101.60
TC-42.20 10/18/13
TC-52.10
TC-52.20 7/18/14
7/18/14
7/18/14
7/19/13
10/18/13
8REINFORCING STEEL LIST
RAIL
RO
AD IN
VO
LV
EM
EN
T
N
LOCATION MAP
LATITUDE: N ° ' " LONGITUDE: W ° ' "
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
PORTION TO BE IMPROVED
INDEX OF SHEETS:
PROJECT DESCRIPTION
2013 SPECIFICATIONS
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
1-800-925-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
INTERSTATE HIGHWAY
STATE & FEDERAL ROUTES
OTHER ROADS
COUNTY & TOWNSHIP ROADS
CURRENT ADT (2012)
DESIGN YEAR ADT (2032)
DESIGN HOURLY VOLUME (2032)
NO
NE
TITLE SHEET 1
SITE PLAN 2
GENERAL NOTES 3, 4
5SUPERSTRUCTURE DETAILS
ABUTMENT DETAILS 6
7
1
9
LOCATION
PROJECT
M.P.H.
M.P.H.
DRAWINGS PREPARED BY:
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
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NO.
PID
NO.
XX
XX
X
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STANDARD CONSTRUCTION DRAWINGS
800
NWP #3
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
MT-97.10
MT-97.11
MT-101.60
TC-42.20 10/18/13
TC-52.10
TC-52.20 7/18/14
ENGINEERS SEAL:
SIGNED:
DATE:
7/18/14
7/18/14
7/19/13
APPROVED
APPROVED
APPROVED
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT NOT REQUIRED, AREA < 1.00 ACRE
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
ENGINEER'S OFFICE
CTY-CRXX-XX.XX
[NAME] TOWNSHIP
[NAME] COUNTY
[NAME] COUNTY or CITY
ACRES
ACRES
ACRES
REPLACEMENT OF EXISTING BRIDGE CTY-CRXX-XXXX,
CT
Y-
CR
XX-
XX.X
X
[ROAD NAME] OVER [STREAM NAME],
INCLUDING MINIMAL REPLACEMENT OF APPROACH
PAVEMENT AND NEW GUARDRAIL.
REVISE ABOVE IF > 1.00 ACRE AND NOI IS REQUIRED
DRAWINGS
PREPARING THESE
OF THE DESIGNER
SIGNATURE AND SEAL
NONE REQUIRED (OR LIST IF REQUIRED)
COMPLETE ALL FIELDS BELOW
COMPANY NAME
STREET ADDRESS
CITY, STATE, ZIP
CO
MP
LE
TE
AL
L
AP
PR
OP
RIA
TE FIE
LD
S IN TIT
LE B
LO
CK
EDIT TITLES BELOW AS APPROPRIATE
INFORMATION LISTED IN THE TABLE AS APPROPRIATE FOR THE SPECIFIC PROJECT.
SPECIAL PROVISIONS ARE SHOWN BELOW. DESIGNER IS RESPONSIBLE FOR REVISING
COMMONLY REFERENCED STANDARD DRAWINGS, SUPPLEMENTAL SPECIFICATIONS, AND
USE LATITUDE AND LONGITUDE FROM BMRP REPORT
8
BOX BEAM DETAILS
INSERT THE APPROPRIATE COUNTY MAP
MGS-1.1 7/19/13
MGS-2.1
MGS-4.1
MGS-4.2
DS-1-92 7/18/03
PSBD-2-07 1/21/11
TST-1-99 1/17/14MGS-3.1 7/18/14
7/19/13
7/19/13
7/19/13
10/18/13
DECK PLAN & END DIAPRHAGM DETAILS
9REINFORCING STEEL LIST
DA
TE
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DESIG
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RE
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1
2
SIT
E P
LA
N
LEGEND
= SOIL BORING
9 10 11
NOTE:
N
P.V.I. STA. 10+00.00
P.G. EL. XXX.XX
G1 = +X.XX%, G2 = -X.XX%
P.V.I. EL. XXX.XX
XXX.XX' VERTICAL CURVE
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ST
A.
X+
XX.X
X
ST
A.
X+
XX.X
X
EL. XXX.XX
X
X
[DESCRIPTION OF BENCHMARK]
EL. XXX.XX
X
X
[DESCRIPTION OF BENCHMARK]
CT
Y-
CR
XX-
XX.X
X
[DESCRIPTION OF EXISTING STRUCTURE]
BRID
GE
NO. C
TY-
CR
XX-
XX
XX
LENGTHPILE TYPE
XX'
XX'
X
X
REAR ABUTMENT
FORWARD ABUTMENT
TYPE:
X
SPAN: XX'-XX"(`) FACE-TO-FACE OF ABUTMENTS
ROADWAY: XX'-XX"(`) FACE-TO-FACE OF RAILING,
XX'-XX"(`) OUT-TO-OUT OF DECK
LOADING: H15
FOR PLAN ABBREVIATIONS, SEE SHEET 3 OF 6.
THE CENTERLINE OF THE EXISTING STRUCTURE.
THE CENTERLINE OF CONSTRUCTION COINCIDES WITH
ALL ELEVATIONS ARE BASED ON NAVD88 DATUM.
OTHERWISE.
EXISTING UTILITIES ARE TO REMAIN UNLESS NOTED
4.
3.
2.
1.
Q
V
10
10
HW10
Q
V
HW
100
100
100
ADT (2012) =
ADTT (2012) =
ADT (2032) =
ADTT (2032) =
DRAINAGE AREA = X.XX SQ. MI.
= XXX CFS
= X.X FPS
= XXX.XX
= XXX CFS
= X.X FPS
= XXX.XX
XXX
XXX
XXX
XXX
NOTES
BENCHMARK "A"
BENCHMARK "B"
HYDRAULIC DATA TRAFFIC DATA
INCLUDE ITEM 626, BARRIER REFLECTORS.
INCLUDING THE TYPE A ANCHOR ASSEMBLY, AND
AND XX' OF GUARDRAIL, LEFT & RIGHT FORWARD,
PROVIDE XX' OF GUARDRAIL, LEFT & RIGHT REAR
| CONST. | CONST.
STA. XX+XX.XX
[DESCRIPTION]
STA. XX+XX.XX
[DESCRIPTION]
N XX° XX' XX" E
ESTIMATED PAY LENGTHS
LOCATION
PLAN
PROFILE ALONG | CONSTRUCTION C.R. XX
CENTERLINE REFERENCES
EXISTING STRUCTURE
PROPOSED STRUCTURE
ALIGNMENT: TANGENT
APPROACH SLABS: NONE
SKEW: NONE
STRUCTURE FILE NUMBER: XXXXXXX
DATE BUILT: c. XXXX
CROWN: 0.0156(`) FT/FT
WEARING SURFACE: ASPHALT CONCRETE
ROADWAY:
COORDINATES: LATITUDE
XX°XX'XX" W
FUTURE WEARING SURFACE = 60 PSF
ALIGNMENT: TANGENT
APPROACH SLABS: NONE
TYPE:
PROPOSED WORK:
SPAN:
CROWN: 0.0156 FT/FT
SKEW: NONE
REMOVE EXISTING SUPERSTRUCTURE,
PRESTRESSED CONCRETE BOX BEAMS WITH REINFORCED
LONGITUDE
XX'-XX" c/c BEARINGS
LOADING: HL-93
CONCRETE DECK AND SUBSTRUCTURE
XX°XX'XX" N
PRESERVE LOWER PORTION OF EXISTING ABUTMENTS
AND WINGWALLS, AND CONSTRUCT NEW STRUCTURE
XX'-XX" FACE-TO-FACE OF RAILING
WEARING SURFACE: 1" MONOLITHIC CONCRETE
EDIT GUARDRAIL NOTE AND PILE PAY LENGTHS AS REQUIRED
EDIT
AL
L
DA
TA
AS R
EQ
UIR
ED
EDIT
AL
L
DA
TA
AS R
EQ
UIR
ED
INCLUDES VERTICAL CURVE
USE IF PROPOSED PROFILE
9+00 9+50 10+00 10+50 11+00
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
FOR COMPOSITE BOX BEAM DESIGNS
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
PLAN AT 1" = 10' SCALE
PROFILE AT 1" = 10' SCALE
8
7
EL
EV
ATIO
NS
PR
OP
OS
ED
GR
AD
E
EL
EV
ATIO
NS
EXIS
TIN
G
GR
AD
E
XX
X.X
X
XX
X.X
X
XX
X.X
X
GE
NE
RA
L
NO
TES
2
3
RIGHT-OF-WAY
OPERATIONAL IMPORTANCE:
DIG, TOLL FREE NO. 1-800-362-2764 (NON-MEMBERS MUST BE CALLED DIRECTLY).
CALL OHIO UTILITIES PROTECTION SERVICE TWO (2) WORKING DAYS BEFORE YOU
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
CONSTRUCTION LIMITS, TOGETHER WITH THEIR RESPECTIVE OWNERS:
LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN OR ADJACENT TO THE PROJECT
UTILITIES
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
IN-STREAM WORK
STREAM SHALL BE REMOVED AS SOON AS POSSIBLE.
DEBRIS FROM ENTERING THE STREAM. ANY MATERIAL THAT DOES FALL INTO THE
THE CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID AND/OR LIMIT DEMOLITION
DEMOLITION DEBRIS
COMPLETION OF THIS PROJECT.
FOR SUCH ITEMS SHALL BE INCORPORATED INTO THE FINAL CHANGE ORDER GOVERNING
AUTHORIZED BY THE ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED
DESIGNATED BY PLAN NOTE TO BE USED "AS DIRECTED BY THE ENGINEER" UNLESS
THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR ITEMS
CONTINGENCY QUANTITIES
IN-STREAM WORK
CONTINGENCY QUANTITIES
DEMOLITION DEBRIS
SUM PRICE BID FOR ITEM 201, CLEARING AND GRUBBING.
SET FORTH IN THE SPECIFICATIONS UNDER THIS ITEM ARE INCLUDED IN THE LUMP
GENERAL SUMMARY FOR ITEM 201, CLEARING AND GRUBBING. ALL PROVISIONS AS
WITHIN THE LIMITS OF THE PROJECT, A LUMP SUM QUANTITY IS INCLUDED IN THE
ALTHOUGH THERE ARE NO TREES OR STUMPS SPECIFICALLY MARKED FOR REMOVAL
ITEM 201 - CLEARING AND GRUBBING
ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.
CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY
DEVICE SHALL NOT BE OPERATED AT ANY TIME IN SUCH A MANNER THAT THE NOISE
OPERATED BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM. IN ADDITION, ANY SUCH
IMPACTS, ANY POWER-OPERATED CONSTRUCTION-TYPE DEVICE SHALL NOT BE
CONSTRUCTION NOISE. IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE
ACTIVITIES AND LAND USE ADJACENT TO THIS PROJECT MAY BE AFFECTED BY
CONSTRUCTION NOISE
INSIDE OR OUTSIDE THESE WORK LIMITS.
AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER
PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY.
WORK LIMITS
DESIGN LOADING:
DECK PROTECTION METHOD:
DESIGN DATA:
DESIGN SPECIFICATIONS:
AND TO THE FOLLOWING SUPPLEMENTAL SPECIFICATION:
REFER TO THE FOLLOWING STANDARD BRIDGE DRAWINGS:
EXISTING STRUCTURE VERIFICATION
ITEM 202 - PORTIONS OF EXISTING STRUCTURE REMOVED, AS PER PLAN
ITEM 201 - CLEARING AND GRUBBING
MONOLITHIC WEARING SURFACE
WORK LIMITS
UTILITIES
CONSTRUCTION NOISE
AND DELETE MONOLITHIC WEARING SURFACE NOTE
STEEL DRIP STRIP
WATERPROOFING AND ASPHALT CONCRETE OVERLAY
FOR NON-COMPOSITE DESIGNS, REVISE AS:
PROVIDE NOTE SPECIFIC TO THE PROJECT AS REQUIRED.
PROVIDE OTHER NOTES SPECIFIC TO PROJECT AS NEEDED.
PROVIDE PILE NOTE OR OR FOUNDATION BEARING RESISTANCE NOTE.
ODOT BDM 2004 AND ANY OTHER NOTES THAT ARE APPLICABLE].
WALL AS, INCLUDE "SUBSTRUCTURE CONCRETE REMOVAL" NOTE [20] PER THE
REMOVAL LIMITS. IF PRESERVING PORTIONS OF EXISTING CONCRETE ABUTMENT
THE EXISTING [DESCRIBE NATURE OF EXISTING MATERIALS TO BE REMOVED AND
PORTIONS OF THE EXISTING ABUTMENTS AS DETAILED IN THE PLANS. REMOVE2.
OF EXISTING MATERIALS TO BE REMOVED].
THE EXISTING SUPERSTRUCTURE IN ITS ENTIRETY, INCLUDING [DESCRIBE NATURE1.
LIST NAMES AND CONTACT INFO FOR ALL UTILITIES BELOW.
THE USE OF EXPLOSIVES AND/OR HEADACHE BALLS WILL NOT BE PERMITTED.
THE EXISTING
PORTIONS OF THE EXISTING ABUTMENTS AS DETAILED IN THE PLANS. REMOVE2.
THE EXISTING SUPERSTRUCTURE IN ITS ENTIRETY, INCLUDING 1.
INCLUDE BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING:
DETAILED IN THE PLANS AND AS DIRECTED BY THE ENGINEER. THE REMOVALS SHALL
THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING STRUCTURE COMPONENTS AS
ITEM 202 - PORTIONS OF EXISTING STRUCTURE REMOVED, AS PER PLAN
ALL WORK IS TO BE PERFORMED WITHIN THE EXISTING XX' RIGHT-OF-WAY.
RIGHT-OF-WAY
DIMENSIONS THAT HAVE BEEN VERIFIED IN THE FIELD.
THE OWNER WILL PAY FOR ALL PROJECT WORK BASED UPON ACTUAL DETAILS AND
ABOVE AND UPON A PREBID EXAMINATION OF THE EXISTING STRUCTURE. HOWEVER,
BASE CONTRACT BID PRICES UPON A RECOGNITION OF THE UNCERTAINTIES DESCRIBED
THE CONTRACTOR IS REFERRED TO CMS SECTIONS 102.05 AND 105.02.
PROPOSED WORK BUT THEY SHALL BE CONSIDERED TENTATIVE AND APPROXIMATE.
CONSEQUENTLY, THEY ARE INDICATIVE OF THE EXISTING STRUCTURE AND THE
STRUCTURE HAVE BEEN OBTAINED FROM FIELD OBSERVATIONS AND MEASUREMENTS.
DETAILS AND DIMENSIONS SHOWN ON THESE PLANS PERTAINING TO THE EXISTING
EXISTING STRUCTURE VERIFICATION
MONOLITHIC WEARING SURFACE IS ASSUMED, FOR DESIGN PURPOSES, TO BE 1" THICK.
STEEL DRIP STRIP
2•" CONCRETE COVER
EPOXY COATED REINFORCING STEEL
DECK PROTECTION METHOD:
INITIAL STRESS = 202.5 KSI (LOW RELAXATION STRANDS)
ULTIMATE STRENGTH = 270 KSI
AREA = 0.167 SQ. IN. PER STRAND
PRESTRESSING STRAND:
COMPRESSIVE STRENGTH (RELEASE) = 5.0 KSI
COMPRESSIVE STRENGTH (FINAL) = 7.0 KSI
CONCRETE FOR PRESTRESSED BEAMS:
60,000 PSI
REINFORCING STEEL - ASTM A615 OR A996, GRADE 60, MINIMUM YIELD STRENGTH
CONCRETE CLASS QC1 - COMPRESSIVE STRENGTH 4500 PSI (SUPERSTRUCTURE)
CONCRETE CLASS QC2 - COMPRESSIVE STRENGTH 4000 PSI (SUBSTRUCTURE)
DESIGN DATA:
FUTURE WEARING SURFACE (FWS) OF 0.060 KIPS PER SQUARE FOOT
HL-93
DESIGN LOADING:
1.3.5 AND THE ODOT BRIDGE DESIGN MANUAL, 2007.
IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, ARTICLE
A LOAD MODIFIER OF 1.00 HAS BEEN ASSUMED FOR THE DESIGN OF THIS STRUCTURE
OPERATIONAL IMPORTANCE:
7TH EDITION, AND THE ODOT BRIDGE DESIGN MANUAL, 2007.
BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS,
THIS STRUCTURE CONFORMS TO THE "LRFD BRIDGE DESIGN SPECIFICATIONS" ADOPTED
DESIGN SPECIFICATIONS:
XX-XX-XXDATED800
AND TO THE FOLLOWING SUPPLEMENTAL SPECIFICATION:
01-17-14REVISEDTST-1-99
01-21-11REVISED PSBD-2-07
07-18-03REVISEDDS-1-92
REFER TO THE FOLLOWING STANDARD BRIDGE DRAWINGS:
DESIG
NE
D
CH
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DR
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BRID
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NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
GE
NE
RA
L
NO
TES
ALL INSTALLATIONS WILL AFFORD MAXIMUM PROTECTION FOR TRAFFIC.
ADJUSTMENT PRIOR TO FINAL ACCEPTANCE. THE ENGINEER SHALL BE SATISFIED THAT
THE LOCATIONS OF GUARDRAIL RUNS, AS SHOWN ON THESE PLANS, ARE SUBJECT TO
LOCATION OF GUARDRAIL
PLAN ABBREVIATIONS
LOCATION OF GUARDRAILITEM 614 - MAINTAINING TRAFFIC
TYP.
T.R.
STA.
SCD
R.A.
P.G.
PEJF
N.F.
M.N.S.
FWD.
{
F.F.
F.A.
F/F
EL.
E.F.
C.R.
C.J.
CONST.
CLR.
c/c
BRG.
ADTT
ADT
ABUT.
PLAN ABBREVIATIONS
= TYPICAL
= TOWNSHIP ROAD
= STATION
= STANDARD CONSTRUCTION DRAWING
= REAR ABUTMENT
= PROFILE GRADE
= PREFORMED EXPANSION JOINT FILLER
= NEAR FACE
= MAGNETIC NAIL SET
= FORWARD
= FLOW LINE
= FAR FACE
= FORWARD ABUTMENT
= FACE TO FACE
= ELEVATION
= EACH FACE
= COUNTY ROAD
= CONSTRUCTION JOINT
= CONSTRUCTION
= CLEAR COVER
= CENTER TO CENTER
= BEARING
= AVERAGE DAILY TRUCK TRAFFIC
= AVERAGE DAILY TRAFFIC
= ABUTMENT
PROVIDE OTHER NOTES SPECIFIC TO PROJECT PAY ITEMS AS NEEDED.
PROVIDE NOTE REGARDING DETOUR AND/OR MAINTENANCE OF TRAFFIC.
EDIT LIST AS NEEDED
3
4
DESIG
NE
D
CH
EC
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TY-
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XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
SU
PE
RS
TR
UC
TU
RE
DE
TAILS
4
5
DESIG
NE
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BRID
GE
NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
SEE TRANSVERSE SECTION MATRIX FOR EXAMPLES SECTION A-A MATCHING TRANSVERSE SECTION
SEE LAYOUT PLAN MATRIX FOR EXAMPLES
AB
UT
ME
NT
DE
TAILS
6
5
DESIG
NE
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NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
LOCATION
EL. A
EL. B
EL. C
REAR ABUT. FWD. ABUT.
EL. D
PROPOSED SUPERSTRUCTURE NOT SHOWN
*
*
*
X
X
X
X
X
X
X
X4.
3.
2.
1.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPROOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
XX'
XX'X
X
PLAN
ELEVATION
SECTION B-B
TYPICAL WINGWALL ELEVATION
ABUTMENT ELEVATIONS
NOTES
APPROVAL WITH THE BOX BEAM DESIGN.
ADJUSTED ELEVATIONS TO THE COUNTY ENGINEER FOR
BOX BEAM CAMBER AT THE TIME OF ERECTION. SUBMIT THE
REQUIRED AT THE ABUTMENT DUE TO CALCULATED VALUE OF
NECESSARY TO ACCOUNT FOR ADDITIONAL DECK THICKNESS
BEAM CAMBER. ADJUST THE SEAT ELEVATIONS DOWNWARD AS
THE ABUTMENT SEAT ELEVATIONS SHOWN ASSUME ZERO BOX
SEE ABUTMENT MATRIX FOR EXAMPLES
QUANTITY HERE
ENTER DRIVEN
6
7
STATION
ELEVATIONXX.00' LT
OF DECK
LEFT EDGE
OF DECK
RIGHT EDGE
GRADE
PROFILE
| BRG. R.A. 0.50 SPAN | BRG. F.A.
XX.00' RT
0.00'
LOCATION
FINISHED DECK ELEVATIONS
0.25 SPAN 0.75 SPAN
2.
1.
FOR TRANSVERSE SECTION, SEE SHEET 4 OF 6.
DEFLECTIONS FOR THE BOX BEAM DESIGN THAT IS PROVIDED.
TO CONCRETE PLACEMENT USING THE ANTICIPATED, CALCULATED DEAD LOAD
SHALL DETERMINE SCREED ELEVATIONS FOR THE DECK SLAB SURFACE PRIOR
THE ELEVATIONS SHOWN ARE FINISHED DECK ELEVATIONS. THE CONTRACTOR
X
NOTES
X
X
X
X
X
STATION
ELEVATION
STATION
ELEVATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DE
CK P
LA
N
& E
ND
DIA
PH
RA
GM
DE
TAILS
DESIG
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X
SEE DECK PLAN MATRIX FOR EXAMPLES
6
7
BO
X B
EA
M
DE
TAILS
DESIG
NE
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TY-
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XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
NOTE: BEAM IS SYMMETRICAL ABOUT | SPAN
BEAM LAYOUT PLAN
PART ELEVATION - TYPICAL BOX BEAM
DETAILS OF BOX BEAMS.
REFER TO ODOT STANDARD DRAWING PSBD-2-07 FOR ADDITIONAL
DIAPHRAGMS, RAILING, UTILITIES, ETC.) IS XX INCHES.
DEFLECTION DUE TO REMAINING DEAD LOAD (E.G., CONCRETE DECK,
ESTIMATED CAMBER AT DAY 30 (D30) IS XX INCHES.
ESTIMATED CAMBER AT DAY 0 (D0) IS XX INCHES.
4.
3.
2.
1.
NOTES
INCLUDE ANY ADDITIONAL NOTES REQUIRED
MOST RECENT UPDATE OF THE 2007 BDM AND
DESIGNER SHALL ENSURE NOTES ARE PER THE
XX - •" STRANDS
BEARING PAD LAYOUT
CBXX-XX, XX'-XX" SPAN
' ', ' ' & ' ' No. 4 STIRRUP BARS
SEE BEAM ELEVATION FOR SPACING OF THE
REIN
FO
RCIN
G S
TE
EL LIS
T
7
8
REINFORCING STEEL LIST
MARK NO. LENGTH WEIGHT TYPEDIMENSIONS
A B C D E INC.
SERIES
REINFORCING STEEL LIST
MARK NO. LENGTH WEIGHT TYPEDIMENSIONS
A B C D E INC.
SERIES
BENDING DIAGRAMS
REINFORCING STEEL NOTES
REAR ABUTMENT SUPERSTRUCTURE
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
NUMBER. FOR EXAMPLE, A501 IS A #5 BAR SIZE.
THE FIRST DIGIT OF EACH MARK INDICATES THE BAR SIZE
THE BAR SIZE NUMBER IS INDICATED IN THE 'MARK' COLUMN.
TYPE 'STR' INDICATES A STRAIGHT BAR.
ALL DIMENSIONS ARE OUT TO OUT.
SERIES BARS - EACH BAR VARIES BY TABULATED AMOUNT.
5.
4.
3.
2.
1.
FWD. ABUTMENT
TYPE 4 TYPE 5
TYPE 2 TYPE 3
TOTAL X
TYPE 1
A C
A
B
A
B
A
B
AB
C
BA
C
B
TOTAL X
TOTAL LBSXLBS
LBS
IF SERIES BARS ARE NOT USED, DELETE FIRST NOTE BELOW.
LISTS FOR ABUTMENTS AND SUPERSTRUCTURE.
DESIGNER TO COMPUTE AND DRAFT THE REINFORCING STEEL
DESIG
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X
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X
RAIL
RO
AD IN
VO
LV
EM
EN
T
N
LOCATION MAP
LATITUDE: N ° ' " LONGITUDE: W ° ' "
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
PORTION TO BE IMPROVED
INDEX OF SHEETS:
PROJECT DESCRIPTION
2013 SPECIFICATIONS
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
1-800-925-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
INTERSTATE HIGHWAY
STATE & FEDERAL ROUTES
OTHER ROADS
COUNTY & TOWNSHIP ROADS
CURRENT ADT (2012)
DESIGN YEAR ADT (2032)
DESIGN HOURLY VOLUME (2032)
NO
NE
TITLE SHEET 1
SITE PLAN 2
GENERAL NOTES 3, 4
5SUPERSTRUCTURE DETAILS
ABUTMENT DETAILS 6
7
1
8
LOCATION
PROJECT
M.P.H.
M.P.H.
DRAWINGS PREPARED BY:
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
XX
XX
X
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DECK PLAN & END DIAPRHAGM DETAILS
STANDARD CONSTRUCTION DRAWINGS
800
NWP #3
MGS-1.1 7/19/13
MGS-2.1
MGS-4.1
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
MGS-4.2
DS-1-92 7/18/03
PSBD-2-07 1/21/11
TST-1-99 1/17/14MGS-3.1
ENGINEERS SEAL:
SIGNED:
DATE:
BRIDGE SUPERSTRUCTURE
ENGINEERS SEAL:
SIGNED:
DATE:
OVERALL PROJECT
DESIGN BY:
DESIGN BY:
7/18/14
APPROVED
APPROVED
APPROVED
ENGINEERS SEAL:
DESIGN BY:
BRIDGE SUBSTRUCTURE
SIGNED:
DATE:
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT NOT REQUIRED, AREA < 1.00 ACRE
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
ACRES
ACRES
ACRES
REPLACEMENT OF EXISTING BRIDGE CTY-CRXX-XXXX,
CT
Y-
CR
XX-
XX.X
X
7/19/13
7/19/13
7/19/13
MT-97.10
MT-97.11
MT-101.60
TC-42.20 10/18/13
TC-52.10
TC-52.20 7/18/14
7/18/14
7/18/14
7/19/13
10/18/13
8REINFORCING STEEL LIST
RAIL
RO
AD IN
VO
LV
EM
EN
T
N
LOCATION MAP
LATITUDE: N ° ' " LONGITUDE: W ° ' "
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
DESIGN FUNCTIONAL CLASSIFICATION:
PORTION TO BE IMPROVED
INDEX OF SHEETS:
PROJECT DESCRIPTION
2013 SPECIFICATIONS
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
1-800-925-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
INTERSTATE HIGHWAY
STATE & FEDERAL ROUTES
OTHER ROADS
COUNTY & TOWNSHIP ROADS
CURRENT ADT (2012)
DESIGN YEAR ADT (2032)
DESIGN HOURLY VOLUME (2032)
NO
NE
TITLE SHEET 1
SITE PLAN 2
GENERAL NOTES 3, 4
5SUPERSTRUCTURE DETAILS
ABUTMENT DETAILS 6
7
1
9
LOCATION
PROJECT
M.P.H.
M.P.H.
DRAWINGS PREPARED BY:
CO
NS
TR
UC
TIO
N P
ROJE
CT
NO.
FE
DE
RA
L P
ROJE
CT
NO.
PID
NO.
XX
XX
X
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STANDARD CONSTRUCTION DRAWINGS
800
NWP #3
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
MT-97.10
MT-97.11
MT-101.60
TC-42.20 10/18/13
TC-52.10
TC-52.20 7/18/14
ENGINEERS SEAL:
SIGNED:
DATE:
7/18/14
7/18/14
7/19/13
APPROVED
APPROVED
APPROVED
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:
NOTICE OF INTENT NOT REQUIRED, AREA < 1.00 ACRE
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
DATE COUNTY COMMISSIONER
ACRES
ACRES
ACRES
REPLACEMENT OF EXISTING BRIDGE CTY-CRXX-XXXX,
CT
Y-
CR
XX-
XX.X
X
8
BOX BEAM DETAILS
MGS-1.1 7/19/13
MGS-2.1
MGS-4.1
MGS-4.2
DS-1-92 7/18/03
PSBD-2-07 1/21/11
TST-1-99 1/17/14MGS-3.1 7/18/14
7/19/13
7/19/13
7/19/13
10/18/13
DECK PLAN & END DIAPRHAGM DETAILS
9REINFORCING STEEL LIST
DA
TE
ST
RU
CT
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E FIL
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NU
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EC
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DR
EVIS
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DESIG
NE
DD
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WN
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VIE
WE
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1
2
SIT
E P
LA
N
LEGEND
= SOIL BORING
9 10 11
NOTE:
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ST
A.
X+
XX.X
X
ST
A.
X+
XX.X
X
EL. XXX.XX
X
X
[DESCRIPTION OF BENCHMARK]
EL. XXX.XX
X
X
[DESCRIPTION OF BENCHMARK]
CT
Y-
CR
XX-
XX.X
X
[DESCRIPTION OF EXISTING STRUCTURE]
BRID
GE
NO. C
TY-
CR
XX-
XX
XX
LENGTHPILE TYPE
XX'
XX'
X
X
REAR ABUTMENT
FORWARD ABUTMENT
TYPE:
X
SPAN: XX'-XX"(`) FACE-TO-FACE OF ABUTMENTS
ROADWAY: XX'-XX"(`) FACE-TO-FACE OF RAILING,
XX'-XX"(`) OUT-TO-OUT OF DECK
LOADING: H15
FOR PLAN ABBREVIATIONS, SEE SHEET 3 OF 6.
THE CENTERLINE OF THE EXISTING STRUCTURE.
THE CENTERLINE OF CONSTRUCTION COINCIDES WITH
ALL ELEVATIONS ARE BASED ON NAVD88 DATUM.
OTHERWISE.
EXISTING UTILITIES ARE TO REMAIN UNLESS NOTED
4.
3.
2.
1.
Q
V
10
10
HW10
Q
V
HW
100
100
100
ADT (2012) =
ADTT (2012) =
ADT (2032) =
ADTT (2032) =
DRAINAGE AREA = X.XX SQ. MI.
= XXX CFS
= X.X FPS
= XXX.XX
= XXX CFS
= X.X FPS
= XXX.XX
XXX
XXX
XXX
XXX
NOTES
BENCHMARK "A"
BENCHMARK "B"
HYDRAULIC DATA TRAFFIC DATA
INCLUDE ITEM 626, BARRIER REFLECTORS.
INCLUDING THE TYPE A ANCHOR ASSEMBLY, AND
AND XX' OF GUARDRAIL, LEFT & RIGHT FORWARD,
PROVIDE XX' OF GUARDRAIL, LEFT & RIGHT REAR
| CONST. | CONST.
STA. XX+XX.XX
[DESCRIPTION]
STA. XX+XX.XX
[DESCRIPTION]
N XX° XX' XX" E
ESTIMATED PAY LENGTHS
LOCATION
PLAN
PROFILE ALONG | CONSTRUCTION C.R. XX
CENTERLINE REFERENCES
EXISTING STRUCTURE
PROPOSED STRUCTURE
ALIGNMENT: TANGENT
APPROACH SLABS: NONE
SKEW: NONE
STRUCTURE FILE NUMBER: XXXXXXX
DATE BUILT: c. XXXX
CROWN: 0.0156(`) FT/FT
WEARING SURFACE: ASPHALT CONCRETE
ROADWAY:
COORDINATES: LATITUDE
XX°XX'XX" W
FUTURE WEARING SURFACE = 60 PSF
ALIGNMENT: TANGENT
APPROACH SLABS: NONE
TYPE:
PROPOSED WORK:
SPAN:
CROWN: 0.0156 FT/FT
SKEW: NONE
REMOVE EXISTING SUPERSTRUCTURE,
PRESTRESSED CONCRETE BOX BEAMS WITH REINFORCED
LONGITUDE
XX'-XX" c/c BEARINGS
LOADING: HL-93
CONCRETE DECK AND SUBSTRUCTURE
XX°XX'XX" N
PRESERVE LOWER PORTION OF EXISTING ABUTMENTS
AND WINGWALLS, AND CONSTRUCT NEW STRUCTURE
XX'-XX" FACE-TO-FACE OF RAILING
WEARING SURFACE: 1" MONOLITHIC CONCRETE
9+00 9+50 10+00 10+50 11+00
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXXXX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X
XX
X.X
X8
7
EL
EV
ATIO
NS
PR
OP
OS
ED
GR
AD
E
EL
EV
ATIO
NS
EXIS
TIN
G
GR
AD
E
XX
X.X
X
XX
X.X
X
XX
X.X
X
GE
NE
RA
L
NO
TES
2
3
RIGHT-OF-WAY
OPERATIONAL IMPORTANCE:
DIG, TOLL FREE NO. 1-800-362-2764 (NON-MEMBERS MUST BE CALLED DIRECTLY).
CALL OHIO UTILITIES PROTECTION SERVICE TWO (2) WORKING DAYS BEFORE YOU
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
CONSTRUCTION LIMITS, TOGETHER WITH THEIR RESPECTIVE OWNERS:
LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN OR ADJACENT TO THE PROJECT
UTILITIES
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
PHONE: XXX-XXX-XXXX
CONTACT: NAME
CITY, STATE, ZIP
ADDRESS
NAME
IN-STREAM WORK
STREAM SHALL BE REMOVED AS SOON AS POSSIBLE.
DEBRIS FROM ENTERING THE STREAM. ANY MATERIAL THAT DOES FALL INTO THE
THE CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID AND/OR LIMIT DEMOLITION
DEMOLITION DEBRIS
COMPLETION OF THIS PROJECT.
FOR SUCH ITEMS SHALL BE INCORPORATED INTO THE FINAL CHANGE ORDER GOVERNING
AUTHORIZED BY THE ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED
DESIGNATED BY PLAN NOTE TO BE USED "AS DIRECTED BY THE ENGINEER" UNLESS
THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR ITEMS
CONTINGENCY QUANTITIES
IN-STREAM WORK
CONTINGENCY QUANTITIES
DEMOLITION DEBRIS
SUM PRICE BID FOR ITEM 201, CLEARING AND GRUBBING.
SET FORTH IN THE SPECIFICATIONS UNDER THIS ITEM ARE INCLUDED IN THE LUMP
GENERAL SUMMARY FOR ITEM 201, CLEARING AND GRUBBING. ALL PROVISIONS AS
WITHIN THE LIMITS OF THE PROJECT, A LUMP SUM QUANTITY IS INCLUDED IN THE
ALTHOUGH THERE ARE NO TREES OR STUMPS SPECIFICALLY MARKED FOR REMOVAL
ITEM 201 - CLEARING AND GRUBBING
ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.
CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY
DEVICE SHALL NOT BE OPERATED AT ANY TIME IN SUCH A MANNER THAT THE NOISE
OPERATED BETWEEN THE HOURS OF 9:00 PM AND 7:00 AM. IN ADDITION, ANY SUCH
IMPACTS, ANY POWER-OPERATED CONSTRUCTION-TYPE DEVICE SHALL NOT BE
CONSTRUCTION NOISE. IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE
ACTIVITIES AND LAND USE ADJACENT TO THIS PROJECT MAY BE AFFECTED BY
CONSTRUCTION NOISE
INSIDE OR OUTSIDE THESE WORK LIMITS.
AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER
PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY.
WORK LIMITS
DESIGN LOADING:
DECK PROTECTION METHOD:
DESIGN DATA:
DESIGN SPECIFICATIONS:
AND TO THE FOLLOWING SUPPLEMENTAL SPECIFICATION:
REFER TO THE FOLLOWING STANDARD BRIDGE DRAWINGS:
EXISTING STRUCTURE VERIFICATION
ITEM 202 - PORTIONS OF EXISTING STRUCTURE REMOVED, AS PER PLAN
ITEM 201 - CLEARING AND GRUBBING
MONOLITHIC WEARING SURFACE
WORK LIMITS
UTILITIES
CONSTRUCTION NOISE
THE USE OF EXPLOSIVES AND/OR HEADACHE BALLS WILL NOT BE PERMITTED.
THE EXISTING
PORTIONS OF THE EXISTING ABUTMENTS AS DETAILED IN THE PLANS. REMOVE2.
THE EXISTING SUPERSTRUCTURE IN ITS ENTIRETY, INCLUDING 1.
INCLUDE BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING:
DETAILED IN THE PLANS AND AS DIRECTED BY THE ENGINEER. THE REMOVALS SHALL
THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING STRUCTURE COMPONENTS AS
ITEM 202 - PORTIONS OF EXISTING STRUCTURE REMOVED, AS PER PLAN
ALL WORK IS TO BE PERFORMED WITHIN THE EXISTING XX' RIGHT-OF-WAY.
RIGHT-OF-WAY
DIMENSIONS THAT HAVE BEEN VERIFIED IN THE FIELD.
THE OWNER WILL PAY FOR ALL PROJECT WORK BASED UPON ACTUAL DETAILS AND
ABOVE AND UPON A PREBID EXAMINATION OF THE EXISTING STRUCTURE. HOWEVER,
BASE CONTRACT BID PRICES UPON A RECOGNITION OF THE UNCERTAINTIES DESCRIBED
THE CONTRACTOR IS REFERRED TO CMS SECTIONS 102.05 AND 105.02.
PROPOSED WORK BUT THEY SHALL BE CONSIDERED TENTATIVE AND APPROXIMATE.
CONSEQUENTLY, THEY ARE INDICATIVE OF THE EXISTING STRUCTURE AND THE
STRUCTURE HAVE BEEN OBTAINED FROM FIELD OBSERVATIONS AND MEASUREMENTS.
DETAILS AND DIMENSIONS SHOWN ON THESE PLANS PERTAINING TO THE EXISTING
EXISTING STRUCTURE VERIFICATION
MONOLITHIC WEARING SURFACE IS ASSUMED, FOR DESIGN PURPOSES, TO BE 1" THICK.
STEEL DRIP STRIP
2•" CONCRETE COVER
EPOXY COATED REINFORCING STEEL
DECK PROTECTION METHOD:
INITIAL STRESS = 202.5 KSI (LOW RELAXATION STRANDS)
ULTIMATE STRENGTH = 270 KSI
AREA = 0.167 SQ. IN. PER STRAND
PRESTRESSING STRAND:
COMPRESSIVE STRENGTH (RELEASE) = 5.0 KSI
COMPRESSIVE STRENGTH (FINAL) = 7.0 KSI
CONCRETE FOR PRESTRESSED BEAMS:
60,000 PSI
REINFORCING STEEL - ASTM A615 OR A996, GRADE 60, MINIMUM YIELD STRENGTH
CONCRETE CLASS QC1 - COMPRESSIVE STRENGTH 4500 PSI (SUPERSTRUCTURE)
CONCRETE CLASS QC2 - COMPRESSIVE STRENGTH 4000 PSI (SUBSTRUCTURE)
DESIGN DATA:
FUTURE WEARING SURFACE (FWS) OF 0.060 KIPS PER SQUARE FOOT
HL-93
DESIGN LOADING:
1.3.5 AND THE ODOT BRIDGE DESIGN MANUAL, 2007.
IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, ARTICLE
A LOAD MODIFIER OF 1.00 HAS BEEN ASSUMED FOR THE DESIGN OF THIS STRUCTURE
OPERATIONAL IMPORTANCE:
7TH EDITION, AND THE ODOT BRIDGE DESIGN MANUAL, 2007.
BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS,
THIS STRUCTURE CONFORMS TO THE "LRFD BRIDGE DESIGN SPECIFICATIONS" ADOPTED
DESIGN SPECIFICATIONS:
XX-XX-XXDATED800
AND TO THE FOLLOWING SUPPLEMENTAL SPECIFICATION:
01-17-14REVISEDTST-1-99
01-21-11REVISED PSBD-2-07
07-18-03REVISEDDS-1-92
REFER TO THE FOLLOWING STANDARD BRIDGE DRAWINGS:
DESIG
NE
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7
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BRID
GE
NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
GE
NE
RA
L
NO
TES
ALL INSTALLATIONS WILL AFFORD MAXIMUM PROTECTION FOR TRAFFIC.
ADJUSTMENT PRIOR TO FINAL ACCEPTANCE. THE ENGINEER SHALL BE SATISFIED THAT
THE LOCATIONS OF GUARDRAIL RUNS, AS SHOWN ON THESE PLANS, ARE SUBJECT TO
LOCATION OF GUARDRAIL
PLAN ABBREVIATIONS
LOCATION OF GUARDRAILITEM 614 - MAINTAINING TRAFFIC
TYP.
T.R.
STA.
SCD
R.A.
P.G.
PEJF
N.F.
M.N.S.
FWD.
{
F.F.
F.A.
F/F
EL.
E.F.
C.R.
C.J.
CONST.
CLR.
c/c
BRG.
ADTT
ADT
ABUT.
PLAN ABBREVIATIONS
= TYPICAL
= TOWNSHIP ROAD
= STATION
= STANDARD CONSTRUCTION DRAWING
= REAR ABUTMENT
= PROFILE GRADE
= PREFORMED EXPANSION JOINT FILLER
= NEAR FACE
= MAGNETIC NAIL SET
= FORWARD
= FLOW LINE
= FAR FACE
= FORWARD ABUTMENT
= FACE TO FACE
= ELEVATION
= EACH FACE
= COUNTY ROAD
= CONSTRUCTION JOINT
= CONSTRUCTION
= CLEAR COVER
= CENTER TO CENTER
= BEARING
= AVERAGE DAILY TRUCK TRAFFIC
= AVERAGE DAILY TRAFFIC
= ABUTMENT
3
4
DESIG
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NO. C
TY-
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XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
SU
PE
RS
TR
UC
TU
RE
DE
TAILS
4
5
DESIG
NE
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NO. C
TY-
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XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
AB
UT
ME
NT
DE
TAILS
6
5
DESIG
NE
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NO. C
TY-
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XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
LOCATION
EL. A
EL. B
EL. C
REAR ABUT. FWD. ABUT.
EL. D
PROPOSED SUPERSTRUCTURE NOT SHOWN
*
*
*
X
X
X
X
X
X
X
X4.
3.
2.
1.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPROOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
XX'
XX'X
X
PLAN
ELEVATION
SECTION B-B
TYPICAL WINGWALL ELEVATION
ABUTMENT ELEVATIONS
NOTES
APPROVAL WITH THE BOX BEAM DESIGN.
ADJUSTED ELEVATIONS TO THE COUNTY ENGINEER FOR
BOX BEAM CAMBER AT THE TIME OF ERECTION. SUBMIT THE
REQUIRED AT THE ABUTMENT DUE TO CALCULATED VALUE OF
NECESSARY TO ACCOUNT FOR ADDITIONAL DECK THICKNESS
BEAM CAMBER. ADJUST THE SEAT ELEVATIONS DOWNWARD AS
THE ABUTMENT SEAT ELEVATIONS SHOWN ASSUME ZERO BOX
6
7
STATION
ELEVATIONXX.00' LT
OF DECK
LEFT EDGE
OF DECK
RIGHT EDGE
GRADE
PROFILE
| BRG. R.A. 0.50 SPAN | BRG. F.A.
XX.00' RT
0.00'
LOCATION
FINISHED DECK ELEVATIONS
0.25 SPAN 0.75 SPAN
2.
1.
FOR TRANSVERSE SECTION, SEE SHEET 4 OF 6.
DEFLECTIONS FOR THE BOX BEAM DESIGN THAT IS PROVIDED.
TO CONCRETE PLACEMENT USING THE ANTICIPATED, CALCULATED DEAD LOAD
SHALL DETERMINE SCREED ELEVATIONS FOR THE DECK SLAB SURFACE PRIOR
THE ELEVATIONS SHOWN ARE FINISHED DECK ELEVATIONS. THE CONTRACTOR
X
NOTES
X
X
X
X
X
STATION
ELEVATION
STATION
ELEVATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DE
CK P
LA
N
& E
ND
DIA
PH
RA
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DE
TAILS
DESIG
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6
7
BO
X B
EA
M
DE
TAILS
DESIG
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Docu
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Projects\
Transportatio
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Ohio\
14
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1014\structures\te
mplate\sheets\
CR
XX
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7
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BRID
GE
NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
NOTE: BEAM IS SYMMETRICAL ABOUT | SPAN
BEAM LAYOUT PLAN
PART ELEVATION - TYPICAL BOX BEAM
DETAILS OF BOX BEAMS.
REFER TO ODOT STANDARD DRAWING PSBD-2-07 FOR ADDITIONAL
DIAPHRAGMS, RAILING, UTILITIES, ETC.) IS XX INCHES.
DEFLECTION DUE TO REMAINING DEAD LOAD (E.G., CONCRETE DECK,
ESTIMATED CAMBER AT DAY 30 (D30) IS XX INCHES.
ESTIMATED CAMBER AT DAY 0 (D0) IS XX INCHES.
4.
3.
2.
1.
NOTES
XX - •" STRANDS
BEARING PAD LAYOUT
CBXX-XX, XX'-XX" SPAN
' ', ' ' & ' ' No. 4 STIRRUP BARS
SEE BEAM ELEVATION FOR SPACING OF THE
REIN
FO
RCIN
G S
TE
EL LIS
T
7
8
REINFORCING STEEL LIST
MARK NO. LENGTH WEIGHT TYPEDIMENSIONS
A B C D E INC.
SERIES
REINFORCING STEEL LIST
MARK NO. LENGTH WEIGHT TYPEDIMENSIONS
A B C D E INC.
SERIES
BENDING DIAGRAMS
REINFORCING STEEL NOTES
REAR ABUTMENT SUPERSTRUCTURE
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
NUMBER. FOR EXAMPLE, A501 IS A #5 BAR SIZE.
THE FIRST DIGIT OF EACH MARK INDICATES THE BAR SIZE
THE BAR SIZE NUMBER IS INDICATED IN THE 'MARK' COLUMN.
TYPE 'STR' INDICATES A STRAIGHT BAR.
ALL DIMENSIONS ARE OUT TO OUT.
SERIES BARS - EACH BAR VARIES BY TABULATED AMOUNT.
5.
4.
3.
2.
1.
FWD. ABUTMENT
TYPE 4 TYPE 5
TYPE 2 TYPE 3
TOTAL X
TYPE 1
A C
A
B
A
B
A
B
AB
C
BA
C
B
TOTAL X
TOTAL LBSXLBS
LBS
DESIG
NE
D
CH
EC
KE
DR
EVIS
ED
DR
AW
NR
EVIE
WE
DD
AT
E
ST
RU
CT
UR
E FIL
E
NU
MB
ER
pw:\\
PW
1.dlz
corp.c
om:D
LZ\
Docu
ments\
Projects\
Transportatio
n\
Ohio\
14
22\
1014\structures\te
mplate\sheets\
CR
XX
_X
XX
XR
L01.d
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2:1
8
PM pto
man
7
8
BRID
GE
NO. C
TY-
CR
XX-
XX
XX
CT
Y-
CR
XX-
XX.X
X
3.
2.
1.
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
1
2
3
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
1 2 3
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
| BEARING
NOT TO SCALE
CL
EA
RA
NC
E
1'-1"
MIN.
1" BEARING PAD1" POLYSTYRENE
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
PROPOSED ABUTMENT
TYPE 3 WATERPROOFING
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
3.
2.
1.
32'-0" PLUS FIT-UP
GRADE
PROFILE 6" REINFORCED CONCRETE SLAB2•" CLEAR COVER
| CONSTRUCTION
S602 @ 9" c/c
| BEARING
NOT TO SCALE
1" BEARING PAD CL
EA
RA
NC
E
1'-1"
MIN.
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
1
2
3
1 2 3
1" POLYSTYRENE
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
PROPOSED ABUTMENT
SECTION A-A
GRADE
PROFILE
| CONSTRUCTION
20'-0" PLUS FIT-UP
2•" CLEAR COVER 6" REINF. CONC. SLAB
| BEARING
NOT TO SCALE
1" BEARING PAD CL
EA
RA
NC
E
1'-1"
MIN.
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
3:1 MAX.
3.
2.
1.
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
9"(-) c/c
S602 @
1
2
3
1 2 3
1" POLYSTYRENE
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
PROPOSED ABUTMENT
NOTES
LEGEND
3.
2.
1.
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
| BEARING
NOT TO SCALE
1" BEARING PAD CL
EA
RA
NC
E
1'-1"
MIN.
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
1
2
3
1 2 3
1" POLYSTYRENE
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
PROPOSED ABUTMENT
LEGEND
NOTES LEGENDNOTES
NOTES
LEGEND
SECTION A-A
SECTION A-ASECTION A-A
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
20'-0" PLUS FIT-UP
20'-0" PLUS FIT-UP
20'-0" PLUS FIT-UP
9" c/c
S602 @2•" CLEAR COVER 6" REINF. CONC. SLAB
9" c/c
S602 @2•" CLEAR COVER 6" REINF. CONC. SLAB
9" c/c
S602 @
‰"/FT
2•" CLEAR COVER 6" REINF. CONC. SLAB
‰"/FT
TRANSVERSE SECTIONTRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
24'-0" PLUS FIT-UP
GRADE
PROFILE 6" REINFORCED CONCRETE SLAB2•" CLEAR COVER
9" c/c
S602 @
28'-0" PLUS FIT-UP
| CONSTRUCTION
GRADE
PROFILE 6" REINFORCED CONCRETE SLAB2•" CLEAR COVER
9" c/c
S602 @
28'-0" PLUS FIT-UP
| CONSTRUCTION
GRADE
PROFILE
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
| CONSTRUCTION
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
9" c/c
S602 @2•" CLEAR COVER 6" REINFORCED CONCRETE SLAB
28'-0" PLUS FIT-UP
28'-0" PLUS FIT-UP
24'-0" PLUS FIT-UP
24'-0" PLUS FIT-UP
24'-0" PLUS FIT-UP
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
3.
2.
1.
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
1
2
3
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
NOTES
LEGEND
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
3.
2.
1.
FOR BOTH SIDES.
BRIDGE RAILING: POST SPACINGS SHOWN ARE TYPICAL
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
1
2
3
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
NOTES
LEGEND
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
1 2 3
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
| BEARING
NOT TO SCALE
CL
EA
RA
NC
E
1'-1"
MIN.
1" BEARING PAD1" POLYSTYRENE
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
PROPOSED ABUTMENT
SECTION A-A
1 2 3
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
| BEARING
NOT TO SCALE
CL
EA
RA
NC
E
1'-1"
MIN.
1" BEARING PAD1" POLYSTYRENE
JOINT SEALER, 705.04
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
PROPOSED ABUTMENT
TYPE 3 WATERPROOFING
SECTION A-A
TYPE 3 WATERPROOFING
| BEARING
| BEARING
| BEARING
| BEARING
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
4 BENT-UP STRANDS *
4 No. 6 BARS OR
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
24'-0" PLUS FIT-UP
GRADE
PROFILE
| CONSTRUCTION
GRADE
PROFILE
| CONSTRUCTION
24'-0" PLUS FIT-UP
TYPE 3 WATERPROOFING
WEARING SURFACE, SEE NOTE 3
3" MIN. ASPHALT CONCRETE
WEARING SURFACE, SEE NOTE 3
3" MIN. ASPHALT CONCRETETYPE 3 WATERPROOFING
GRADE
PROFILE
| CONSTRUCTION
24'-0" PLUS FIT-UP
WEARING SURFACE, SEE NOTE 3
3" MIN. ASPHALT CONCRETETYPE 3 WATERPROOFING
GRADE
PROFILE
| CONSTRUCTION
24'-0" PLUS FIT-UP
WEARING SURFACE, SEE NOTE 3
3" MIN. ASPHALT CONCRETETYPE 3 WATERPROOFING
1" BEARING PAD
| BEARING
JOINT SEALER, 705.04
CL
EA
RA
NC
E
1'-1"
MIN.
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
INTEGRAL BACKWALL
4.
3.
2.
1.
1" BEARING PAD
| BEARING
JOINT SEALER, 705.04
CL
EA
RA
NC
E
1'-1"
MIN.
TYPE D
ROCK FILL,
PROPOSED
2:1 MAX.
INTEGRAL BACKWALL
1
2
3
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
NOT TO SCALE
SECTION A-A
NOTES
FOR BOTH SIDES.
BRIDGE RAILING POST SPACINGS SHOWN ARE TYPICAL
RATES TO BE AS DIRECTED BY THE ENGINEER.
THE SECOND LIFT OF SURFACE COURSE. APPLICATION
SURFACE COURSE AND ONE PRIOR TO PLACEMENT OF
ONE PRIOR TO PLACEMENT OF THE FIRST LIFT OF
TWO APPLICATIONS OF ITEM 407 - TACK COAT,
SECOND LIFT SHALL BE A UNIFORM 1•" THICKNESS.
THICKNESS TO ACCOMODATE BEAM CAMBER. THE
PG70-22M. THE FIRST LIFT SHALL BE VARIABLE
ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448),
TWO SEPARATE 1•" MINIMUM LIFTS OF ITEM 441 -
COMPOSED AS FOLLOWS:
THE ASPHALT CONCRETE WEARING SURFACE SHALL BE
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
NOT TO SCALE
SECTION A-A
1 2 3
1 2 3
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
TRANSVERSE SECTION
1" POLYSTYRENE
PROPOSED ABUTMENT
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
1" POLYSTYRENE
PROPOSED ABUTMENT
TO BE FIELD DETERMINED)
MORTAR BACKFILL (LIMITS
ITEM 613 - LOW STRENGTH
LEGEND
4.
3.
2.
1.
1
2
3
ITEM 301 - 8" ASPHALT CONCRETE BASE
ITEM 407 - TACK COAT *
* TO BE USED "AS DIRECTED BY THE ENGINEER"
COURSE, TYPE 1, (448), PG64-22
ITEM 441 - 1•" ASPHALT CONCRETE SURFACE
NOTES
FOR BOTH SIDES.
BRIDGE RAILING POST SPACINGS SHOWN ARE TYPICAL
RATES TO BE AS DIRECTED BY THE ENGINEER.
THE SECOND LIFT OF SURFACE COURSE. APPLICATION
SURFACE COURSE AND ONE PRIOR TO PLACEMENT OF
ONE PRIOR TO PLACEMENT OF THE FIRST LIFT OF
TWO APPLICATIONS OF ITEM 407 - TACK COAT,
SECOND LIFT SHALL BE A UNIFORM 1•" THICKNESS.
THICKNESS TO ACCOMODATE BEAM CAMBER. THE
PG70-22M. THE FIRST LIFT SHALL BE VARIABLE
ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448),
TWO SEPARATE 1•" MINIMUM LIFTS OF ITEM 441 -
COMPOSED AS FOLLOWS:
THE ASPHALT CONCRETE WEARING SURFACE SHALL BE
AN OHIO REGISTERED PROFESSIONAL ENGINEER.
THE DESIGN SHALL BE PREPARED AND STAMPED BY
ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
CONCRETE BOX BEAM DESIGN TO THE KNOX COUNTY
THE CONTRACTOR SHALL PROVIDE THE PRESTRESSED
DRAWING PSBD-2-07.
SHALL BE IN ACCORDANCE WITH ODOT STANDARD
PRESTRESSED CONCRETE BOX BEAM BRIDGE DETAILS
| BEARING
4 BENT-UP STRANDS *
4 No. 6 BARS OR
TOP #5 BARS
S601
WA
TE
RP
RO
OFIN
G
TY
PE 3
| BEARING
4 BENT-UP STRANDS *
4 No. 6 BARS OR
TOP #5 BARS
S601
WA
TE
RP
RO
OFIN
G
TY
PE 3
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
SECTION C-C
*
UNIFORMLY ACROSS THE BEAM.
LOCATED ON TOP OF STIRRUPS AND SPACED
IF No. 6 BARS ARE USED, THEY SHALL BE
AT EACH BEAM END, FABRICATOR'S OPTION.
4 BENT-UP STRANDS *
4 No. 6 BARS OR
4 BENT-UP STRANDS *
4 No. 6 BARS OR
4 BENT-UP STRANDS *
4 No. 6 BARS OR
WA
TE
RP
RO
OFIN
G
TY
PE 3
WA
TE
RP
RO
OFIN
G
TY
PE 3
WA
TE
RP
RO
OFIN
G
TY
PE 3
WA
TE
RP
RO
OFIN
G
TY
PE 3
20'-0" CLEAR ROADWAY
14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"
10'-0" PLUS FIT-UP10'-0" PLUS FIT-UP
5 - CB33-48 PRESTRESSED CONCRETE BOX BEAMS
BRIDGE LIMITS
2'-
9"
1'-0"
1'-0"
1'-9"
BRIDGE LIMITS
16'-0" PLUS FIT-UP16'-0" PLUS FIT-UP
32'-0" CLEAR ROADWAY
22-S601, 21 SPA. @ 1'-6" c/c = 31'-6"
8 - CB17-48 PRESTRESSED CONCRETE BOX BEAMS
1'-5"
1'-0"
BRIDGE LIMITS
20'-0" CLEAR ROADWAY
14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"
10'-0" PLUS FIT-UP10'-0" PLUS FIT-UP
5 - CB17-48 PRESTRESSED CONCRETE BOX BEAMS
1'-5"
1'-0"
BRIDGE LIMITS
1'-5"
1'-0"
BRIDGE LIMITS
20'-0" CLEAR ROADWAY
20'-0" CLEAR ROADWAY
14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"
10'-0" PLUS FIT-UP10'-0" PLUS FIT-UP
5 - CB21-48 PRESTRESSED CONCRETE BOX BEAMS
14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"
10'-0" PLUS FIT-UP10'-0" PLUS FIT-UP
5 - CB27-48 PRESTRESSED CONCRETE BOX BEAMS
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - CB17-48 PRESTRESSED CONCRETE BOX BEAMS
24'-0" CLEAR ROADWAY
17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"
14'-0" PLUS FIT-UP14'-0" PLUS FIT-UP
28'-0" CLEAR ROADWAY
7 - CB27-48 PRESTRESSED CONCRETE BOX BEAMS
21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"
14'-0" PLUS FIT-UP14'-0" PLUS FIT-UP
7 - CB33-48 PRESTRESSED CONCRETE BOX BEAMS
28'-0" CLEAR ROADWAY
21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"
24'-0" CLEAR ROADWAY
24'-0" CLEAR ROADWAY
24'-0" CLEAR ROADWAY
28'-0" CLEAR ROADWAY
28'-0" CLEAR ROADWAY
14'-0" PLUS FIT-UP14'-0" PLUS FIT-UP
7 - CB21-48 PRESTRESSED CONCRETE BOX BEAMS
21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"
14'-0" PLUS FIT-UP14'-0" PLUS FIT-UP
7 - CB17-48 PRESTRESSED CONCRETE BOX BEAMS
21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - CB21-48 PRESTRESSED CONCRETE BOX BEAMS
17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - CB27-48 PRESTRESSED CONCRETE BOX BEAMS
17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - CB33-48 PRESTRESSED CONCRETE BOX BEAMS
17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"
1'-0"
2'-
3"
BRIDGE LIMITS
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
24'-0" CLEAR ROADWAY
24'-0" CLEAR ROADWAY
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - B17-48 PRESTRESSED CONCRETE BOX BEAMS
6 - B21-48 PRESTRESSED CONCRETE BOX BEAMS
24'-0" CLEAR ROADWAY
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - B27-48 PRESTRESSED CONCRETE BOX BEAMS
24'-0" CLEAR ROADWAY
12'-0" PLUS FIT-UP12'-0" PLUS FIT-UP
6 - B33-48 PRESTRESSED CONCRETE BOX BEAMS
1'-0"
2'-
3"
BRIDGE LIMITS
1'-0"
2'-
9"
BRIDGE LIMITS
3"
3"
3"3"3"3"3"3"3"3"
6"
6"
3"3"3"3"3" 3"
3"3"3" 3"3" 3"
3"3" 3" 3" 3"3"
1'-6"
1'-0"
1'-6"
1'-6"
1'-6"
1'-0"
1'-0"
1'-0"
1'-6"
1'-0"
1'-6"
1'-0"
TYPE 3 WATERPROOFING
TYPE 3 WATERPROOFING TYPE 3 WATERPROOFING
S601
S603
‰"/FT
‰"/FT
‰"/FT ‰"/FT ‰"/FT ‰"/FT
‰"/FT‰"/FT
‰"/FT
‰"/FT ‰"/FT
‰"/FT
‰"/FT
‰"/FT
‰"/FT
‰"/FT
‰"/FT
‰"/FT
‰"/FT ‰"/FT
‰"/FT
‰"/FT
‰"/FT ‰"/FT
‰"/FT
‰"/FT
‰"/FT ‰"/FT‰"/FT
‰"/FT
‰"/FT
‰"/FT
(TYPICAL FOR ANY WIDTH)
SECTION A-A
(TYPICAL FOR ANY WIDTH)
SECTION C-C
COMPOSITE
20'-0"
CB33-48
CB27-48
CB21-
48
CB17-48
24'-0"
COMPOSITE COMPOSITE
28'-0"
COMPOSITE
32'-0"
NON-COMPOSITE
24'-0"
B33-48
B27-48
B21-
48
B17-48
TRANSVERSE SECTION MATRIX
SHAPES
BOX BEAM
14" C.I.P.
12" C.I.P.
16" C.I.P.
HP10x42
HP12x53
HP14x73
MATRIX-TS.DGN
6"
6"
6"
6"
4'-
0" (T
YP.)
4'-
7"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
2"
MIN. (T
YP.)
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
5"
MIN. (T
YP.)
4'-
2"
MIN. (T
YP.)
4'-
2"
MIN. (T
YP.)
4'-
2"
MIN. (T
YP.)
4'-
2"
MIN. (T
YP.)
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
DRAWING DS-1-92 (TYP.)
SEE ODOT STANDARD
DRIP STRIP, FOR DETAILS
TST-1-99 (TYP.)
ODOT STANDARD DRAWING
RAILING, FOR DETAILS SEE
TWIN STEEL TUBE BRIDGE
(TYP.)S602
S604
S601
(TYP.)S602
S601
(TYP.)S602
S601
(TYP.)S602
S603
S603
S603
S604
S604
S604
(TYP.)S602
S603
(TYP.)S602
S603
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+75.50 STA. 10+24.50
C C
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
70-S602, 69 SPA. @ 9"(-) c/c = 51'-6"3"
DECK SLAB PLAN
3"
3"
3"
3"
3"
C C
| BEARING R.A. | BEARING F.A.
| CONSTRUCTIONSTA. 9+84.38 STA. 10+15.63
3-S602 3-S602
21 SPA. @ 1'-6" c/c = 31'-6"
22 SETS OF 1-S601 & 2-S603,
46-S602, 45 SPA. @ 9"(+) c/c = 33'-9‚"
N
STA. 9+80.50
| BEARING R.A. | BEARING F.A.
STA. 10+19.50
| CONSTRUCTION
13 SPA. @ 1'-6" c/c = 19'-6"
14-S601 & 14-S603,
13 SPA. @ 1'-6" c/c = 19'-6"
14-S601 & 14-S603,
2'-6" LAP (TYP.)
3-S6043-S604
70-S602, 69 SPA. @ 9"(-) c/c = 51'-6"
3" 3"
3"
3"
3"
3"
3"
3"
3" 3"
N
STA. 9+80.50
| BEARING R.A. | BEARING F.A.
STA. 10+19.50
3-S604
2'-6" LAP (TYP.)
| CONSTRUCTION
3-S60416 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
16 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
57-S602, 56 SPA. @ 9"(-) c/c = 41'-6"
DECK SLAB PLAN
DECK SLAB PLAN
3" 3"
3"
3"
3"
3"
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+70.50 STA. 10+29.50
3-S604 3-S60420 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
N
83-S602, 82 SPA. @ 9" c/c = 61'-6"
C C
C C
C C
CC
C C
C C
C C
CC
DECK SLAB PLAN
N
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+75.50 STA. 10+24.50
16 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
16 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
70-S602, 69 SPA. @ 9"(-) c/c = 51'-6"
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+70.50 STA. 10+29.50
83-S602, 82 SPA. @ 9" c/c = 61'-6"
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+65.50 STA. 10+34.50
17-S601 & 17-S603, 16 SPA. @ 1'-5†" c/c = 23'-6" 17-S601 & 17-S603, 16 SPA. @ 1'-5†" c/c = 23'-6"
97-S602, 96 SPA. @ 9"(-) c/c = 71'-6"
DECK SLAB PLAN DECK SLAB PLAN DECK SLAB PLAN
C C
3"
C C
3"
C C
3"
C C
3"
C C
3"
C C
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
| BEARING R.A. | BEARING F.A.
2-S602 2-S602
STA. 9+70.00
STA. 10+30.00
N
| CONSTRUCTION
3-S602, 2 SPA. @ 11" c/c = 1'-10" 3-S602, 2 SPA. @ 11" c/c = 1'-10"
1'-4•"(+) c/c = 23'-6"
18-S601, 17 SPA. @
1'-4•"(+) c/c = 23'-6"
18-S601, 17 SPA. @
N N N
3"
3"
3"
3"
C
C
C
C
STA. 9+62.50 STA. 10+37.50
| BEARING R.A. | BEARING F.A.
| CONSTRUCTION
3-S602 3-S6021'-4•"(+) c/c = 23'-6"
18-S601, 17 SPA. @
1'-4•"(+) c/c = 23'-6"
18-S601, 17 SPA. @
3-S602, 2 SPA. @ 11" c/c = 1'-10" 3-S602, 2 SPA. @ 11" c/c = 1'-10"
N
C C
C C
3" 3"
3"
3"
3"
3"
NON-COMPOSITE, ASPHALT W.S.
STA. 9+75.50 STA. 10+24.50
| CONSTRUCTION
DECK SLAB PLAN
3-S604
3"
3"
13 SPA. @ 1'-6" c/c = 19'-6"
14-S601 & 14-S603,
CC
3"
| BEARING R.A. | BEARING F.A.
N
3-S604
3"
3"
C C
3"
13 SPA. @ 1'-6" c/c = 19'-6"
14-S601 & 14-S603,
| BEARING R.A. | BEARING F.A.
STA. 9+80.50
| CONSTRUCTION
STA. 10+19.50
2'-6" LAP (TYP.)
@ 1'-4•" c/c = 27'-6" (TYP.)
21-S601 & 21-S603, 20 SPA.
3-S602 3-S602
3"
3"
3"
3"
3" 3"
3"
3"
3•" 57-S602, 56 SPA. @ 9"(-) c/c = 41'-10"
C
C
C
C
2'-6" LAP (TYP.)
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
STA. 9+75.50
STA. 10+24.50
21-S601 & 21-S603, 20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603, 20 SPA. @ 1'-4•" c/c = 27'-6"3-S602 3-S602
70-S602, 69 SPA. @ 9"(-) c/c = 51'-7•"
3"
DECK SLAB PLAN DECK SLAB PLAN
C
C
C
C
3"
3"
3"
3"
79'-0"
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+60.50 STA. 10+39.50
21-S603, LAP S601 (TYP. EACH END)
110-S602, 109 SPA. @ 9"(-) c/c = 81'-6"
N
DECK SLAB PLAN
C C
3"
C C
3"
3"
3"
64'-0"
16 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
16 SPA. @ 1'-5†" c/c = 23'-6"
17-S601 & 17-S603,
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
STA. 9+68.00 STA. 10+32.00
3-S604 3-S60420 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
C C
C C
DECK SLAB PLAN
N
3"
3"
3"
3"
3" 3"90-S602, 89 SPA. @ 9"(-) c/c = 66'-6"
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
2'-6" LAP (TYP.)
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
20 SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603,
57-S602, 56 SPA. @ 9"(-) c/c = 41'-6"3"
DECK SLAB PLAN
3"
3"
3"
3"
3"
C C
N
C C
STA. 9+80.50 STA. 10+19.50
| CONSTRUCTION
| BEARING R.A. | BEARING F.A.
STA. 9+65.50 STA. 10+34.50
N
DECK SLAB PLAN
C C
3"
C C
3"
3"
3"
97-S602, 96 SPA. @ 9"(-) c/c = 71'-6"
2'-6" LAP (TYP.)
21-S601 & 21-S603, 20 SPA. @ 1'-4•" c/c = 27'-6"
3"
3"
21-S601 & 21-S603, 20 SPA. @ 1'-4•" c/c = 27'-6" 21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6" (TYP. OF 3 SETS)
31'-3"
6°35' RF
39'-0" 49'-0"
28°30' RF 15°00' RF
COMPOSITE DECK, SKEW AS NOTED
COMPOSITE DECK, NO SKEW
DECK PLAN DECK PLAN
20°00' RF NO SKEW
60'-0" 75'-0"
3•"3•"
3•"
3"
3"
N
N N
30°00' RF
2 x 30'-0"| BEARING R.A. | BEARING F.A.| PIER
N
| CONSTRUCTION
2'-6" LAP (TYP.)
3•"3•"
3"
SEE NOTE 2
STA. 9+70.00
STA. 10+30.00
STA. 10+00.00
85-S602, 84 SPA. @ 9"(-) c/c = 62'-10•"
3-S602 3-S602
D
D
D
D
SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603, 20
SPA. @ 1'-4•" c/c = 27'-6"
21-S601 & 21-S603, 20
3"
3"
3"
3"
3"
DECK SLAB PLAN
32'-
0"
28'-
0"
24'-
0"
20'-
0"
39'-0" 49'-0" 59'-0" 69'-0"
28'-
0"
24'-
0"
DECK PLAN MATRIX
MATRIX-DP.DGN
3-S604 3-S604
57-S602, 56 SPA. @ 9"(-) c/c = 41'-6"
2'-0"
(TYP.)
2'-0"
(TYP.)
2'-0"
(TYP.)
(TYP.)
2'-0"
3-S604 3-S604
(TYP.)
2'-0"
3-S604 3-S604
(TYP.)
2'-0"
2'-0"
(TYP.)
2'-0"
(TYP.)
2'-0"
(TYP.)
3-S6043-S604
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
2'-0"
3-S6043-S604
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
2'-0"
(TYP.)
3-S604 3-S604
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
(TYP.)
2'-0"
(TYP.)
*
= 1'-6", TYP. BOTH SIDES
* 3-S605, 2 SPA. @ 9" c/c
3-S604 3-S604
ADDITIONAL DECK PLAN EXAMPLES
SKEWED BRIDGES WITH TST-1-99 RAILING AND MGS GUARDRAIL.
PROVIDED FOR USE AS A GUIDE FOR DESIGNERS NEEDING TO DEVELOP DETAILS FOR
NOTE: THE EXAMPLES BELOW USED DBR-2-73 RAILING AND TYPE 5 GUARDRAIL. THEY ARE
NON-COMPOSITE, ASPHALT W.S.
79'-0"64'-0"
31'-3"
6°35' RF
39'-0" 49'-0"
28°30' RF 15°00' RF
COMPOSITE DECK, SKEW AS NOTED
COMPOSITE DECK, NO SKEW
20°00' RF NO SKEW
60'-0" 75'-0"
| CONSTRUCTION
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
12'-0"(`) 25'-0"(`) 12'-0"(`)
| BEARING F.A.| BEARING R.A.
STA. 9+75.50 STA. 10+24.50
ABUTMENT TO REMAIN (TYP.)
PORTION OF EXISTING CONCRETE
STRUCTURE LAYOUT & FRAMING PLAN
N
A
A
A
61'-0ƒ"
STA. 9+70.00
STA. 10+30.00
6'-3"
TYPE 5
GUARDRAIL
68'-9" BRIDGE RAILING (TYP.)
9 SPA. @ 6'-3" c/c RAILING POSTS = 56'-3" 6'-3"
TYPE 5
GUARDRAIL
N
| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
60'-0" c/c BEARING6…" 6…"
| BEARING R.A. | BEARING F.A.
2'-4‡" 2'-4‡"
1'-3" 1'-3"
* *
6 - B27-48 B
OX B
EA
MS
24'-
0"
PL
US FIT-
UP
EXISTING CONCRETE AND STONE ABUTMENT, PORTION TO REMAIN (TYP.)
1'-6"
1'-6"
1'-6"
1'-6"
6" (TYP
.)
42'-6"(`)
(TYP.)
20°00'00"
EXISTING MASONRY WALL TO REMAIN
EXISTING STONE WINGWALL, REMOVE AS NECESSARY TO CONSTRUCT PROPOSED ABUTMENT
* PROVIDE NOTCH AS PER STD. DWG. PSBD-2-07
6"
76'-0"
75'-0" c/c BEARING
STA. 9+62.50 STA. 10+37.50
| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
24'-
0"
PL
US FIT-
UP
6 - B33-48 B
OX B
EA
MS
6'-3"
TYPE 5
GUARDRAIL
81'-3" BRIDGE RAILING (TYP.)
11 SPA. @ 6'-3" c/c RAILING POSTS = 68'-9" 6'-3"
TYPE 5
GUARDRAIL
N
| BEARING R.A. | BEARING F.A.
1'-6" 1'-6"
7'-6"(`) 60'-0"(`) 7'-6"(`)
6"
1'-3"
*
1'-3"
*
* PROVIDE NOTCH AS PER STD. DWG. PSBD-2-07
3'-7•" 3'-7•"
1'-6" 1'-6"
EXISTING TIMBER AND STEEL H-PILE ABUTMENT, PORTION TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN STRUCTURE LAYOUT & FRAMING PLAN
A
A A
A A
A
A
A
A
| CONSTRUCTION
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
8'-3"(`) 33'-0"(`) 7'-9"(`)
| BEARING F.A.| BEARING R.A.
A A
A A
N
6" 6"
50'-0"
PORTION OF EXISTING CONCRETE ABUTMENT TO REMAIN
PORTION OF EXISTING TIMBER ABUTMENT TO REMAIN
49'-0" c/c BEARING
STRUCTURE LAYOUT & FRAMING PLAN
STA. 9+75.50 STA. 10+24.50
STA. 10+15.63STA. 9+84.38
6'-3"
37'-6" BRIDGE RAILING (TYP.) TYPE 5
GUARDRAIL
4 SPA. @ 6'-3" c/c RAILING POSTS = 25'-0"
TYPE 5
GUARDRAIL
6'-3"
EDGE OF DECK & FACE OF RAILING (TYP.)3'-7•" 3'-7•"
| BEARING R.A. | BEARING F.A.
31'-3" c/c BEARING6ˆ" 6ˆ"
32'-3„"
| CONSTRUCTION
1'-6"1'-6"
1'-6"1'-6"
A
A
A
A
7'-1"(`) 7'-1"(`)17'-1"(`)
6" (TYP.)
6°35'00" (TYP.)
32'-
0"
PL
US FIT-
UP
8 - C
B17-48 B
OX B
EA
MS
WALL TO REMAIN (TYP.)
EXIST. STEEL SHEET PILE
FRONT FACE OF PORTION OF
STRUCTURE LAYOUT & FRAMING PLAN
| CONSTRUCTION
N
44'-11" BRIDGE RAILING (TYP.)
5 SPA. @ 6'-3" c/c RAILING POSTS = 31'-3"
EDGE OF DECK & FACE OF RAILING (TYP.)
6"
40'-0"
39'-0" c/c BEARING 6"
5 - C
B17-48 B
OX B
EA
MS1'-6" 1'-6"
A A
STA. 9+80.50
1'-6" 1'-6"
A A
STA. 10+19.50
ABUTMENT TO REMAIN (TYP.)
PORTION OF EXIST. TIMBER
8'-6"(`) 22'-0"(`) 8'-6"(`)
20'-
0"
PL
US FIT-
UP
| BEARING F.A.| BEARING R.A.
EDGE OF DECK & FACE OF RAILING (TYP.)
| CONSTRUCTION
STA. 9+80.50 STA. 10+19.50
1'-6" 1'-6"A A
1'-6" 1'-6"
A A
| BEARING R.A.
5 SPA. @ 6'-3" c/c RAILING POSTS = 31'-3"
44'-11" BRIDGE RAILING (TYP.)
N
PORTION OF EXIST. TIMBER ABUTMENT TO REMAIN
PORTION OF EXIST. CONCRETE ABUTMENT TO REMAIN
6" 39'-0" c/c BEARING
40'-0"
6"
6 - C
B17-48 B
OX B
EA
MS
6'-6"(`) 26'-0"(`) 6'-6"(`)
EXIST. WINGWALLS TO BE REMOVED (TYP.)
24'-
0"
PL
US FIT-
UP
| BEARING F.A.
| CONSTRUCTION
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
1'-6" 1'-6" 1'-6" 1'-6"
10'-6"(`) 38'-0"(`) 10'-6"(`)
| BEARING F.A.| BEARING R.A.
A A
A A
N
STA. 9+70.50
6" 6"
60'-0"
5'-0" 5'-0"
64'-11" BRIDGE RAILING (TYP.)
STA. 10+29.50
59'-0" c/c BEARING
STA. 10+29.50
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
PORTION OF EXIST. STONE ABUTMENT TO REMAIN (TYP.)
EXIST. CONCRETE WINGWALL TO BE REMOVED (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN
STRUCTURE LAYOUT & FRAMING PLAN
STRUCTURE LAYOUT & FRAMING PLAN
| CONSTRUCTION
6 - C
B17-48 B
OX B
EA
MS
24'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
| BEARING F.A.
| BEARING R.A.
A A
A A
N
STA. 9+75.50
6" 6"49'-0" c/c BEARING
50'-0"
54'-11" BRIDGE RAILING (TYP.)
STA. 10+24.50
EXISTING TIMBER ABUTMENT, PORTION TO REMAIN
28'-6"(`)10'-1"(`) 10'-5"(`)
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN
| CONSTRUCTION
6 - C
B21-
48 B
OX B
EA
MS
24'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
| BEARING F.A.| BEARING R.A.
A A
A A
N
STA. 9+70.50
6" 6"59'-0" c/c BEARING
60'-0"
STA. 10+29.5039'-8"(`)9'-8"(`) 9'-8"(`)
EXISTING TIMBER ABUTMENT, PORTION TO REMAIN (TYP.)
| CONSTRUCTION
6 - C
B21-
48 B
OX B
EA
MS
24'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
| BEARING F.A.| BEARING R.A.
A A
A A
N
STA. 9+65.50
6" 6"69'-0" c/c BEARING
70'-0"
STA. 10+34.5048'-2"(`)10'-5"(`) 10'-5"(`)
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN STRUCTURE LAYOUT & FRAMING PLAN STRUCTURE LAYOUT & FRAMING PLAN
| BEARING F.A.
6'-3" 7 SPA. @ 6'-3" c/c RAILING POSTS = 43'-9"
56'-3" BRIDGE RAILING (TYP.) TYPE 5
GUARDRAIL
6'-3"
TYPE 5
GUARDRAIL
EDGE OF DECK & FACE OF RAILING (TYP.)
| CONSTRUCTION
N
STA. 10+24.50
STA. 9+75.50
| BEARING R.A.
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
1'-6"
1'-6"
1'-6"
1'-6"
25'-8"(`)11'-8"(`) 11'-8"(`)
49'-0" c/c BEARING
6" (TYP.
)
A A
(TYP.)
15°00'00"
EXISTING CONCRETE ABUTMENT TO REMAIN (TYP.)
6‚" 6‚"
3'-1ƒ" 3'-1ƒ"
| CONSTRUCTION
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
1'-6" 1'-6" 1'-6" 1'-6"
6'-0"(`) 28'-4"(`) 14'-8"(`)
| BEARING F.A.| BEARING R.A.
A A
A A
STA. 9+80.50
6" 6"49'-0" c/c BEARING
50'-0"
N
STA. 10+29.50
EDGE OF DECK & FACE OF RAILING (TYP.)
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN
EXISTING TIMBER ABUTMENT, PORTION TO REMAIN
| CONSTRUCTION
7 - C
B21-
48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
9'-6"(`) 30'-0"(`) 9'-6"(`)
| BEARING F.A.| BEARING R.A.
A A
A A
N
STA. 9+75.50
6" 6"49'-0" c/c BEARING
50'-0"
STA. 10+24.50
EXISTING CONCRETE ABUTMENT TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN
STA. 9+80.50
STA. 10+19.50
39'-0" c/c BEARING6‡" 6‡"
7 - C
B17-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
TYPE 5
GUARDRAIL
56'-3" BRIDGE RAILING (TYP.)
6'-3" 7 SPA. @ 6'-3" c/c RAILING POSTS = 43'-9" 6'-3"
TYPE 5
GUARDRAIL
N
EDGE OF DECK & FACE OF RAILING (TYP.)
| BEARING R.A. | BEARING F.A.
7'-4"(`) 24'-3•"(`) 7'-4"(`)
| CONSTRUCTION
A A
EXISTING TIMBER ABUTMENT TO REMAIN (TYP.)
1'-6"
1'-6"
1'-6"
1'-6"
6" (
TYP.)
DRAWING TST-1-99, SHEET 1/4.
AS PER THE DETAIL ON ODOT STANDARD
FLUSH MOUNTED POST WITH BASE PLATE
28°30'00" (TYP.)
40'-1ƒ" 50'-0•"
54'-11" BRIDGE RAILING (TYP.)
N
49'-0" c/c BEARING
50'-0"
6" 6"
STA. 9+75.50 STA. 10+24.50
| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
9'-2"(`) 30'-4"(`) 9'-6"(`)
1'-6" 1'-6" 1'-6" 1'-6"
| BEARING R.A. | BEARING F.A.
5 - C
B17-48 B
OX B
EA
MS
20'-
0"
PL
US FIT-
UP
A A
A A
ABUTMENT TO REMAIN
EXISTING TIMBER
ABUTMENT TO REMAIN
EXISTING CONCRETE
| BEARING R.A.
1'-6"1'-6"
STA. 9+60.50
1'-6"1'-6"
| BEARING F.A.
STA. 10+39.50
7 - C
B33-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
A A
AA
| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
6" 6"
5'-7•"
N
BEGIN RAILING CURVE AT POST (TYP.)
79'-0" c/c BEARING
80'-0"
PORTION OF EXISTING MASONRY ABUTMENT TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN
STRUCTURE LAYOUT & FRAMING PLAN
STRUCTURE LAYOUT & FRAMING PLAN
ADDITIONAL EXAMPLES
SEE BELOW FOR
4'-5…"
4'-5…"
EDGE OF DECK & FACE OF RAILING (TYP.)
| CONSTRUCTION
STA. 9+80.50 STA. 10+19.50
1'-6" 1'-6"A A
1'-6" 1'-6"
A A
| BEARING R.A.
5 SPA. @ 6'-3" c/c RAILING POSTS = 31'-3"
44'-11" BRIDGE RAILING (TYP.)
N
PORTION OF EXIST. TIMBER ABUTMENT TO REMAIN
PORTION OF EXIST. CONCRETE ABUTMENT TO REMAIN
6" 39'-0" c/c BEARING
40'-0"
6"
7 - C
B17-48 B
OX B
EA
MS
6'-6"(`) 26'-0"(`) 6'-6"(`)
EXIST. WINGWALLS TO BE REMOVED (TYP.)
28'-
0"
PL
US FIT-
UP
| BEARING F.A.
STRUCTURE LAYOUT & FRAMING PLAN CB21-48
CB21-48 CB21-48 CB21-48
CB17-48
CB17-48
CB17-48 CB17-48
CB17-48
CB21-48
CB21-48 CB21-48
CB33-48
CB21-48CB17-48
CB17-48 B27-48 B33-48
EDGE OF DECK & FACE OF RAILING (TYP.)
6" 6"59'-0" c/c BEARING
60'-0"
| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
12'-0"(`) 35'-0"(`) 12'-0"(`)
STA. 10+29.50
| BEARING R.A. | BEARING F.A.| BEARING F.A.
A A
AA
7 - C
B27-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
REBUILD WINGWALL AS NECESSARY TO RETAIN FILL (TYP.)
N
STA. 9+70.50
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN CB27-48
| CONSTRUCTION
7 - C
B27-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6" 1'-6" 1'-6"
7'-0"(`) 45'-0"(`) 7'-0"(`)
| BEARING F.A.| BEARING R.A.
A A
A A
N
STA. 9+70.50 STA. 10+29.50
6" 6"59'-0" c/c BEARING
60'-0"
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN (TYP.)
4"(`) CLEARANCE
SAW CUT EXISTING WINGWALL
EXISTING BENCHMARK TO REMAIN, SEE NOTE 4
CB27-48
ADDITIONAL EXAMPLES
SEE BELOW FOR
6" 69'-0" c/c BEARING 6"
70'-0"
10 SPA. @ 6'-3" c/c RAILING POSTS = 62'-6"
74'-11" BRIDGE RAILING (TYP.)
EDGE OF DECK & FACE OF RAILING (TYP.)
1'-6" 1'-6"
STA. 10+34.50
1'-6" 1'-6"
7'-6"(`) 7'-6"(`)54'-0"(`)
| BEARING R.A. | BEARING F.A.
A A
A A
7 - C
B33-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
REBUILD WINGWALL AS NECESSARY TO RETAIN FILL (TYP.)BUILD NEW WALL TO RETAIN FILL (TYP.)
| CONSTRUCTION
N
STA. 9+65.50
EXISTING CONCRETE ABUTMENT, PORTION TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN CB33-48
69'-11" BRIDGE RAILING (TYP.)
9 SPA. @ 6'-3" c/c RAILING POSTS = 56'-3"
| BEARING F.A.
1'-6"
STA. 10+32.00
1'-6"
| BEARING R.A.
1'-6" 1'-6"
6" 64'-0" c/c BEARING
65'-0"
6"
8'-0"(`) 48'-0"(`) 8'-0"(`)
A A
A A
7 - C
B33-48 B
OX B
EA
MS
28'-
0"
PL
US FIT-
UP
REBUILD WINGWALL AS NECESSARY TO RETAIN FILL (TYP.)
EDGE OF DECK & FACE OF RAILING (TYP.)
| CONSTRUCTION
N
STA. 9+68.00
EXISTING CONCRETE ABUTMENT TO REMAIN (TYP.)
STRUCTURE LAYOUT & FRAMING PLAN CB33-48
ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE
68'-9" BRIDGE RAILING (TYP.) TYPE 5
6'-3"
TYPE 5
N
| BEARING R.A. | BEARING F.A.| PIER
6'-3" 9 SPA. @ 6'-3" c/c RAILING POSTS = 56'-3"
29'-1†" c/c BEARING 29'-1†" c/c BEARING6‡" 6‡"
STA. 9+70.00
STA. 10+30.00
STA. 10+00.00| CONSTRUCTION
EDGE OF DECK & FACE OF RAILING (TYP.)
10…" 10…"
1'-6"
1'-6"
1'-6"
1'-6"
6" (
TYP.)
| BEARING
9"
9"
1'-6"
1'-6"
30°00'00" (TYP.)
7 - C
B17-48 B
OX B
EA
MS
A A
30'-3•" BOX BEAM (TYP.) 30'-3•" BOX BEAM (TYP.)
TO REMAIN (TYP.)
EXISTING TIMBER ABUTMENT
AS PER STD. DWG. PSBD-2-07 (TYP.)
T-JOINT IN BEAM END OVER PIER
CB17-48
2 x 30'-0"
30°00' RF
6'-5"(`) 23'-7"(`) 23'-7"(`) 6'-5"(`)
28'-
0"
24'-
0"
20'-
0"
28'-
0"
49'-0" 49'-0" 49'-0" 59'-0" 59'-0"
39'-0" 49'-0" 59'-0" 69'-0"
32'-
0"
28'-
0"
24'-
0"
STRUCTURE LAYOUT & FRAMING PLAN MATRIX
GUARDRAILGUARDRAIL
STRUCTURE LAYOUT
& FRAMING PLANSTRUCTURE LAYOUT & FRAMING PLAN
2'-5•"2'-5•"
30'-0"30'-0"
61'-1ƒ"
MATRIX-DP.DGN
4'-4•"4'-4•"2'-5•"
TYPE 5 GUARDRAIL TYPE 5 GUARDRAIL
2'-5•"
CB17-48
WIN
GW
AL
L
CB21-
48
WIN
GW
AL
L
CB27-48
WIN
GW
AL
L
CB33-48
WIN
GW
AL
L
4'-4•" 4'-4•"2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
c/c c/c
c/c c/c
4'-4•"4'-4•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
c/cc/c
TYPE 5 GUARDRAIL
2'-5•" 2'-5•"
TYPE 5 GUARDRAIL
54'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
6" 49'-0" c/c BEARING
50'-0"
6"
11 SPA. @ 6'-3" c/c RAILING POSTS = 68'-9"2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
5'-0"
64'-11" BRIDGE RAILING (TYP.)
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
5'-0"
4'-4•" 4'-4•"2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
c/c c/c
c/c c/c
c/c c/c
3'-9" 3'-9"2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
10 SPA. @ 6'-3" c/c RAILING POSTS = 62'-6"3'-9"2'-5•"
TYPE 5 GUARDRAIL 74'-11" BRIDGE RAILING (TYP.)
3'-9" 2'-5•"
TYPE 5 GUARDRAIL
5'-7•"
84'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
54'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
c/c c/c c/c c/c
c/c c/c
54'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL 54'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL 64'-11" BRIDGE RAILING (TYP.)
2'-5•"
TYPE 5 GUARDRAIL
5'-0"
c/c
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0" 5'-0"
c/c
TYPE 5 GUARDRAIL
2'-5•"
TYPE 5 GUARDRAIL
5'-0"
c/c
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
64'-11" BRIDGE RAILING (TYP.)
5'-0"
c/c
TYPE 5 GUARDRAIL
2'-5•" 2'-5•"
STRUCTURE LAYOUT & FRAMING PLAN
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0" 8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0" 8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
8 SPA. @ 6'-3" c/c RAILING POSTS = 50'-0"
| CONSTRUCTION
EL. A
EL. BEL. C
EL. B
| CONSTRUCTION
3" 3"
PLAN
STA. XX+XX.XX, F.A.
1 2 3 4
10 9 8 7
N
N
R.A. F.A.
6"
45° 4
5°
6"
A504
A504, E.F.
5-
A503
5-
A503
A504
A504, E.F.
1'-0
"
EL. D EL. D
5
6
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
6"
1" PEJF 1" PEJF
EL. B EL. B
EL. A
LINE
GROUND
3"
c/c = 3'-9"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
c/c = 1'-10"
2 SPA. @ 11"
& 3-A509, F.F.
3-A508, N.F.
7"
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
3"
CL
R.
1'-3" 9"
4-A801 A401 (TYP.)
A502, E.F.
LINE
GROUND
B
B
9" 1'-3"
4-A801
9" 9"
1'-0"
| BEARING & | PILES
3"
CL
R.
SECTION B-B
A506, N.F.
3-A510, F.F.
REINF. CONC. PILE (TYP.)
14" DIA. CAST-IN-PLACE
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
TYPICAL WINGWALL ELEVATION
STA. XX+XX.XX, R.A.
N
F.A.
N
R.A.
3"
TYPICAL WINGWALL ELEVATION
LINE
GROUND
3"
c/c = 3'-6"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
c/c = 1'-6"
2 SPA. @ 9"
& 3-A509, F.F.
3-A508, N.F.
| BEARING & | PILES
3"
CL
R.
SECTION B-B
7"
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
A506, N.F.
3-A510, F.F.
PLAN
ELEVATION
LOCATION
EL. A
EL. B
EL. C
ABUTMENT ELEVATIONSREAR ABUT. FWD. ABUT.
NOTES
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
65'
EL. D4.
3.
2.
1.PROPOSED SUPERSTRUCTURE NOT SHOWN
*
*
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPROOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
*
65'
APPROVAL WITH THE BOX BEAM DESIGN.
ADJUSTED ELEVATIONS TO THE KNOX COUNTY ENGINEER FOR
BOX BEAM CAMBER AT THE TIME OF ERECTION. SUBMIT THE
REQUIRED AT THE ABUTMENT DUE TO CALCULATED VALUE OF
NECESSARY TO ACCOUNT FOR ADDITIONAL DECK THICKNESS
BEAM CAMBER. ADJUST THE SEAT ELEVATIONS DOWNWARD AS
THE ABUTMENT SEAT ELEVATIONS SHOWN ASSUME ZERO BOX
1015.65
1021.15
1021.40
1023.15
1017.65
1017.65
1015.65
1021.15
1021.40
1023.15
STA. 10+15.63, F.A.
STA. 9+84.38, R.A.
| CONSTRUCTION1'-0
"
45°
1'-0
"
45°
1
10 9
2 3
8 7
4
6
5
R.A. (TYP.)
PILE NUMBER,
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
6"
REINF. CONC. PILE (TYP.)
12" DIA. CAST-IN-PLACE
| CONSTRUCTION
6"6"
3"
CL
R.
EL. B EL. B
EL. B EL. B
EL. D EL. D
EL. A
5-
A503
5-
A503
A504
A504, E.F. 9" 9"
3"A504
A504, E.F.9" 9"
= 5'-6" (TYP.)
5 SPA. @ 1'-1"(+)
EL. C
GROUND LINE
4-A801
A502, E.F.4-A801
B
B
6°35'00"
6"1" PEJF 1" PEJF
EL. A
F.A. (TYP.)
PILE NUMBER,
6"
2 SPA. @ 8"(+) c/c = 1'-4•" 2 SPA. @ 8"(+) c/c = 1'-4•"
(TYP.)
A401
| CONSTRUCTION
6"
45° 4
5°
6"
1'-0
" 1'-0"
6"
1" PEJF 1" PEJF
1
8
4
5
2
7
3
6
3'-2"3'-2"
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILESR.A. (TYP.)
PILE NUMBER, �
SEE NOTE 4
TYPE 3 WATERPROOFING,�
| CONSTRUCTION
EL. C EL. CEL. B
EL. A
EL. B
EL. D
EL. B
EL. D
EL. B
EL. A
A504
A504, E.F.
3" 3"A504
A504, E.F.9"1'-3" 3"
CL
R.
4-A801 A502, E.F.
A401 (TYP.)
4-A801
B
B GROUND LINE
1'-3"9" 9"
TYPICAL WINGWALL ELEVATION
LINE
GROUND
3"
c/c = 3'-6"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
7"
A506, N.F.
3-A510, F.F.
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
c/c = 1'-7"
2 SPA. @ 9•"
& 3-A509, F.F.
3-A508, N.F.
| BEARING & | PILES
3"
CL
R.
SECTION B-B
STEEL PILE
HP10x42
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
PLAN
PILE (TYP.)
HP10x42 STEEL
5-
A503
5-
A503
F.A. (TYP.)
PILE NUMBER,
6"
6"
�
ELEVATION
TYPICAL WINGWALL ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
LINE
GROUND
3"
c/c = 3'-6"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
7"
| BEARING & | PILES
3"
CL
R.
SECTION B-B
A506, N.F.
3-A510, F.F.
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
CONC. PILE
12" DIA. REINF.
c/c = 1'-7"
2 SPA. @ 9•"
& 3-A509, F.F.
3-A508, N.F.
PLAN
10
1 2
9
3
8
4
7
5
6
45°
1" PEJF
6"
45°
1" PEJF
6"
| CONSTRUCTION
6"
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILES
REINF. CONC. PILE (TYP.)
12" DIA. CAST-IN-PLACE
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
4-A801
9"
3"
1'-3" 3"
CL
R.
A504, E.F.
A504
EL. B
1'-3"9"
3"
A504, E.F.
A504
EL. B
| CONSTRUCTION
EL. C
9" 9"
LINE
GROUND A502, E.F.
4-A801 A401 (TYP.)
B
B
5-
A503
EL. B
EL. A
EL. DEL. D
5-
A503
EL. A
EL. B
1'-0
" 1'-0"
6"
6"
| CONSTRUCTION
EL. A
EL. BEL. C EL. C
EL. B
| CONSTRUCTION
3" 3"
PLAN
ELEVATION
1 2 3 4
10 9 8 7
6"
45° 4
5°
6"
A504
A504, E.F.
5-
A503
5-
A503
A504
A504, E.F.
1'-0
"
EL. D EL. D
5
6
TYPICAL WINGWALL ELEVATION
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
6"
1" PEJF 1" PEJF
PROPOSED SUPERSTRUCTURE NOT SHOWN
EL. B EL. B
EL. A
LINE
GROUND
3"
c/c = 3'-9"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
c/c = 1'-10"
2 SPA. @ 11"
& 3-A509, F.F.
3-A508, N.F.
7"
R.A. (TYP.)
PILE NUMBER,
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
3"
CL
R.
1'-3" 9"
4-A801 A401 (TYP.)
A502, E.F.
B
B
9" 1'-3"
4-A801
9" 9"
1'-0"
| BEARING & | PILES
3"
CL
R.
SECTION B-B
A506, N.F.
3-A510, F.F.
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
PILE (TYP.)
HP10x42 STEEL
STEEL PILE
HP10x42
F.A. (TYP.)
PILE NUMBER,
GROUND LINE
6"
6"
6"
6"
N
N
R.A. F.A.
N
N
R.A. F.A.
COMPOSITE DECK, NO SKEW, STEEL PILES COMPOSITE DECK, NO SKEW, CONCRETE PILES
CB17-48
32'-0"
CB17-48
PLAN
ELEVATION
N
N
R.A. F.A.
LOCATION
ABUTMENT ELEVATIONS
NOTES
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
4.
3.
2.
1.
TYPICAL WINGWALL ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
| BEARING & | PILES
3"
CL
R.
SECTION B-B
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPROOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
*
FOR APPROVAL WITH THE BOX BEAM DESIGN.
ADJUSTED ELEVATIONS TO THE WYANDOT COUNTY ENGINEER
BOX BEAM CAMBER AT THE TIME OF ERECTION. SUBMIT THE
REQUIRED AT THE ABUTMENT DUE TO CALCULATED VALUE OF
NECESSARY TO ACCOUNT FOR ADDITIONAL ASPHALT THICKNESS
BEAM CAMBER. ADJUST THE SEAT ELEVATIONS DOWNWARD AS
THE ABUTMENT SEAT ELEVATIONS SHOWN ASSUME ZERO BOX
STA. 10+30.00, F.A.
STA. 9+70.00, R.A.
| CONSTRUCTION
1
10
2
9
3
8
F.A. (TYP.)
PILE NUMBER,
R.A. (TYP.)
PILE NUMBER,
4
7
5
66"
PILE (TYP.)
HP10x42 STEEL
6"
6"
1'-0
"
1'
-0"
45°4
5°
8"
SEE NOTE 4 (TYP.)
TYPE 3 WATERPROOFING, | CONSTRUCTION
20°00'00"
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILES
1" PEJF 1" PEJF
1'-0"
3"
CL
R.
9"11"
3"
A504, E.F.
A504
5-
A503
11"9"
3"A504
A504, E.F.
5-
A503
EL. D
EL. AEL. A
EL. B
4-A801
9" 9"
A401 (TYP.)4-A801
= 4'-3" (TYP.)
4 SPA. @ 1'-1"(-)
EL. B EL. DEL. C
LINE
GROUND A502, E.F.
B
B
EL. E EL. F
LINE
GROUND
C.J.
OPTIONAL
3"
7"
4"
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
(WW1)
(W
W
2)
WW1 SHOWN, WW2 SIMILAR
2 SPA. @ 1'-3•" c/c = 2'-7"
3-A508, E.F. (WW1) OR 3-A511, E.F. (WW2)
3-A512, F.F. (WW2)
3-A509, F.F. (WW1) OR
A506, F.F.
3"
CL
R.
6'-0" (WW2)
25'
25'
896.73
896.73
EL. A
REAR ABUT.
EL. B * EL. C * EL. EEL. D EL. F
FWD. ABUT.
894.73
894.73
900.30 900.46
900.46
900.23 902.88 902.81
902.88 902.81900.30 900.23
c/c = 5'-6" (WW2)
(WW1) OR 5-A505, 4 SPA. @ 1'-4•"
4-A505, 3 SPA. @ 1'-2" c/c = 3'-6"
B27-48
20°00' RF
PLAN
ELEVATION
N
N
R.A. F.A.
NOTES
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
4.
3.
2.
1.
TYPICAL WINGWALL ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
| BEARING & | PILES
3"
CL
R.
SECTION B-B
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPROOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
*
1'-0"
STA. 10+37.50, F.A.
STA. 9+62.50, R.A.
| CONSTRUCTION
1" PEJF
45°4
5°
1" PEJF
1'-0
"
6" 6"
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
6"
2
9
1
10
3
8
4
7
5
6
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILES
PILE (TYP.)
HP10x42 STEEL
| CONSTRUCTION
EL. A
EL. B EL. B
EL. A
EL. B EL. BEL. C
5-
A503
3"
A504, E.F.
A504
5-
A503
A504
A504, E.F.
3"
3"
CL
R.
9"9" 9" 9"9" 9" 4 SPA. @ 11"(+)
= 3'-9" (TYP.)
4-A801
LINE
GROUND A502, E.F.
EL. D EL. D
4-A801 A401 (TYP.)
B
B
LINE
GROUND
C.J.
OPTIONAL
3"
CL
R.
3"
4"
5-A505
c/c = 4'-8"
A506, N.F.
7"
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
3-A510, F.F.
2 SPA. @ 1'-3•" c/c = 2'-7"
3-A508, N.F. & 3-A509, F.F.
FOR APPROVAL WITH THE BOX BEAM DESIGN.
ADJUSTED ELEVATIONS TO THE WYANDOT COUNTY ENGINEER
BOX BEAM CAMBER AT THE TIME OF ERECTION. SUBMIT THE
REQUIRED AT THE ABUTMENT DUE TO CALCULATED VALUE OF
NECESSARY TO ACCOUNT FOR ADDITIONAL ASPHALT THICKNESS
BEAM CAMBER. ADJUST THE SEAT ELEVATIONS DOWNWARD AS
THE ABUTMENT SEAT ELEVATIONS SHOWN ASSUME ZERO BOX
6"
6"
15'
10'
880.45
880.30
LOCATION
ABUTMENT ELEVATIONSEL. A
REAR ABUT.
EL. B * EL. C * EL. D
FWD. ABUT.
878.45
878.30
883.95 884.14 887.03
886.88883.99883.80
B33-48
NO SKEW
NON-COMPOSITE, ASPHALT W.S.
N
N
R.A. F.A.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
STA. 9+75.50, R.A.
STA. 10+24.50, F.A.
1
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
2
6"
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA. | CONSTRUCTION
PLAN
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
40'
45'
1'-0"
(TY
P.)
PILE (TYP.)
HP10x42 STEEL
NOTES
4.
3.
2.
1.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPOOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
15°00'00"
1" PEJF1" PEJF
N
N
R.A. F.A.
ELEVATION
LOCATION
EL. A
EL. B
EL. C
ABUTMENT ELEVATIONSREAR ABUT. FWD. ABUT.
LEGEND
EL. D
EL. E
PEJF
R.A.
N.F.
F.F.
F.A.
E.F.
C.J.
PROPOSED SUPERSTRUCTURE NOT SHOWN
SECTION B-B
1106.13
1106.13
1104.13
1109.13
1109.34
1111.48
1109.63
1104.13
1109.13
1109.34
1111.48
1109.63
EL. A
EL. B
EL. B EL. B
EL. B
EL. A
EL. E
EL. D
EL. E
EL. D
EL. C EL. C
| CONSTRUCTION
3"
CL
R.
A401 (TYP.)4-A801
3" 3"9"9"
= 5'-0" (TYP.)
B
B
4-A801 A502, E.F.
LINE
GROUND
4"
3"
c/c = 6'-3"
A504
3"
CL
R.
C.J.
OPTIONAL
TYPICAL WINGWALL ELEVATION
SHOWING REINFORCING
LINE
GROUND
A507, E.F
A508, E.F
9" 9"
2 SPA. @ 1'-0" c/c = 2'-0" (TYP.)
A506, E.F.
| BEARING & | PILES
3"
CL
R.
7"
c/c = 4'-
4"
4 SP
A.
@ 1'-1"
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
6 THRU 10
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
35'
45'
LOCATION
EL. A
EL. B
EL. C
ABUTMENT ELEVATIONSREAR ABUT. FWD. ABUT.
NOTES
LEGEND
EL. D4.
3.
2.
1.
PEJF
R.A.
N.F.
F.F.
F.A.
E.F.
C.J.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPOOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
N
N
R.A. F.A.
95.78
95.78
93.78
98.78
98.97
100.78
93.78
98.78
98.97
100.78
4"
7"
@ 9•" c/c = 1'-7"
3-A510, E.F., 2 SPA.
3" 3"
1'-3•"(+) c/c = 6'-6"
3"
CL
R.
TYPICAL WINGWALL ELEVATION
LINE
GROUND
1 2
1" P
EJF
1'-1ƒ
"
1'-0"
1" P
EJF
2ƒ
"
61°30'00" 118°30'00"
1'-0"
1'-0"
STA. 9+80.50, R.A.
STA. 10+19.50, F.A.
| CONSTRUCTION28°30'00"
*
PLAN
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
PILE (TYP.)
HP10x42 STEEL
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
EL. D
EL. A
EL. B
A507
3"
EL. C
EL. D
EL. B
EL. A
3"
EL. C
| CONSTRUCTION
9" 9"
= 6'-0" (TYP.)
3"
CL
R.
4-A801
LINE
GROUND
A401 (TYP.)
B
B
A502, E.F.
9"9"
4-A801
FLUSH MOUNTED RAILING POST, SEE SHEET 4 OF 6
TYPE 3 WATERPROOFING, SEE NOTE 4
c/c = 4'-
4"
| BEARING & | PILES
3"
CL
R.
SECTION B-B
* *
6°35' RF
CB17-48 CB21-48
28°50' RF 15°00' RF
COMPOSITE DECK, SKEW AS NOTED
N
F.A.
N
R.A.
4-A604
NOTES
4.
3.
2.
1.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPOOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
TYPICAL WINGWALL ELEVATION
LINE
GROUND
4"
C.J.
OPTIONAL
7"
PLAN
5-
A503
EL. B
EL. B
EL. D
EL. B
EL. B
5-
A503
EL. D
| CONSTRUCTION
EL. C
LINE
GROUND
B
B
45°
1" PEJF
6"
1'-0
"
45°
1" PEJF
6"
| CONSTRUCTION
6"
1'-0
"
SECTION B-B
c/c = 3'-
10"
4 SP
A.
@ 11•
"
ANCHOR DOWEL BARS
| BEARING & | 1" DIA.
17'-6"17'-6"
35'-0"
2'-3" 2'-3"
5'-
6"
5'-
6"
11'-
0"
11'-0"
4'-0"3'-0"4'-0"
4'-
6"
MIN.
2'-
6"
3" 3"
3" 3"
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
EL. A EL. A
A504A504, E.F.A504, E.F.A504 8-A602
@ 1'-0" c/c = 3'-0"
4-A502, E.F., 3 SPA.
3"
c/c = 3'-9"
FOOTING REINFORCING STEEL NOT SHOWN
4-A506, E.F.
4-A505 &
3" 3"8-A602, TOP & BOTTOM,
7 SPA. @ 1'-6" c/c = 10'-6"
| BEARING
A603
A501
1'-0"
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR4-A604
A601
LOCATION
EL. A
EL. B
EL. C
ABUTMENT ELEVATIONSREAR ABUT. FWD. ABUT.
EL. D
2 SPA. @ 11" c/c = 1'-10"
3-A508, N.F.& 3-A509, F.F.
2" x 12" KEY
C.J. WITH
3"
CL
R.
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
3-A510, F.F.
A506, N.F.
CB21-48
NO SKEW
SPREAD FOOTING
4-A801
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
TYPICAL WINGWALL ELEVATION
LINE
GROUND
3"
c/c = 3'-9"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
c/c = 1'-10"
2 SPA. @ 11"
& 3-A509, F.F.
3-A508, N.F.
PLAN
9"
3"
1'-3" 3"
CL
R.
A504, E.F.
A504
5-
A503
EL. A
EL. B
EL. B
1'-3"9"
3"
A504, E.F.
A504
EL. A
EL. D
EL. B
EL. B
5-
A503
EL. D
| CONSTRUCTION
EL. C
9" 9"
LINE
GROUND A502, E.F.
4-A801 A401 (TYP.)
B
B
10
1 2
9
3
8
4
7
5
6
1'-0"
45°
1" PEJF
6"
1'-0
"
45°
1" PEJF
6"
| CONSTRUCTION
6"
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
PILE (TYP.)
HP10x42 STEEL
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILESTYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
7"
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
A506, N.F.
3-A510, F.F.
| BEARING & | PILES
3"
CL
R.
SECTION B-B
N
N
R.A. F.A.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
6"
6"
2
15
1
16
3
14
4
13
5
12
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
STA. 9+70.00, R.A.
STA. 10+30.00, F.A.
6"
| CONSTRUCTION30°00'00"
N
N
R.A. F.A.
1'-0"
1" PEJF 1" PEJF
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
REINF. CONC. PILE (TYP.)
14" DIA. CAST-IN-PLACE
PILE NUMBER LOCATION
REAR ABUT.
FWD. ABUT.
1 THRU 5
12 THRU 16
ELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
60'
60'
PLANLEGEND
PEJF
R.A.
N.F.
F.F.
F.A.
E.F.
C.J.
95.76
95.76
NOTES
4.
3.
2.
1.
BELOW THE BEAM SEAT.
THE JOINT AND EXTENDING FROM THE TOP OF THE BOX BEAM TO 1'-0"
INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPOOFING CENTERED ON
PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS, SEE ODOT STANDARD DRAWING
UNTIL AFTER THE BOX BEAMS HAVE BEEN PLACED.
DO NOT PLACE CONCRETE ABOVE THE WINGWALL CONSTRUCTION JOINT
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
ELEVATION
LOCATION
EL. A
EL. B
EL. C
ABUTMENT ELEVATIONSREAR ABUT. FWD. ABUT.
EL. D
EL. E
PROPOSED SUPERSTRUCTURE NOT SHOWN
93.76
98.76
98.97
99.26
100.78
93.76
98.76
98.97
99.26
100.78
| CONSTRUCTION
EL. C EL. C
EL. DEL. D
EL. B
EL. E
EL. A
EL. B
EL. A
EL. E
EL. BEL. B
3" 9"
2 SPA. @ 1'-0" c/c = 2'-0" (TYP.)
3"
CL
R.
9" 9"
= 6'-0" (TYP.)
4-A801
B
B
3"9"
LINE
GROUND A502, E.F.4-A801
4"
3"
c/c = 5'-0"
3"
CL
R.
C.J.
OPTIONAL
TYPICAL WINGWALL ELEVATION
SHOWING REINFORCING
LINE
GROUND
9"
A507, E.F
A508, E.F
A506, E.F.
A504
SECTION B-B
(TY
P.)
A401 (TYP.)
| BEARING & | PILES
3"
CL
R.
7"
c/c = 4'-
4"
4 SP
A.
@ 1'-1"
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
CB17-48
30°00' RF
| CONSTRUCTION
EL. C EL. C
EL. A
EL. B EL. B
EL. D
EL. A
EL. D
PLAN
2'-3"2 SPA. @ 6'-0" c/c PILES = 12'-0"3'-0"3'-0"2 SPA. @ 6'-0" c/c PILES = 12'-0"2'-3"
30°00'00"
STA. 10+00.00
| CONSTRUCTION
N9"
9"
6"
| PIER & | PILES
ANCHOR DOWEL BARS
| BEARING & | 1" DIA.
REINF. CONC. PILE (TYP.)
14" DIA. CAST-IN-PLACE
11 10 9 8 7 6
6"
6"
OF BOX BEAMS
6" BETWEEN ENDS
PILE NUMBER LOCATIONELEVATION
CUT-OFF
PAY LENGTH
ESTIMATED
60'95.76PIER6 THRU 11
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
SECTION C-C
LOCATION
EL. A
EL. B
EL. C
EL. D
93.76
98.77
98.97
98.59
PIER ELEVATIONSELEVATION
NOTES
OVER PIER, SEE ODOT STANDARD DRAWING PSBD-2-07.
FOR DETAILS OF ANCHOR DOWEL BARS AND BOX BEAM CONNECTION
INTERFERENCE WITH THE DRILLING OF ANCHOR BAR HOLES.
REINFORCING STEEL IN THE VICINITY OF THE BRIDGE SEAT TO AVOID
BRIDGE SEAT REINFORCING, SETTING ANCHORS: ACCURATELY PLACE
2.
1.
P401 (TYP.)
C
C
P502, E.F.
3"
CL
R.
1'-3" 9" 9" 1'-3"
3"3"
9" 9"
= 4'-6" (TYP.)
5 SPA. @ 11"(-)
4-P801
4-P801
5-P503
5-P503
P504
P504, E.F.
P504
P504, E.F.
(TYP.)
PILE NUMBER
3"
CL
R.
| PIER & | PILES
PIE
R
AB
UT
CB17-48
| CONSTRUCTION
PLAN
F.A. (TYP.)
PILE NUMBER,
6"
45° 4
5°
6"
1'-0
" 1'-0"
6"
1" PEJF 1" PEJF
1
8
4
5
2
7
3
6
REINF. CONC. PILE (TYP.)
14" DIA. CAST-IN-PLACE
3'-2"3'-2"
DOWEL BARS
& | 1" DIA. ANCHOR
| BEARING, | PILESR.A. (TYP.)
PILE NUMBER, *
SEE NOTE 4
TYPE 3 WATERPROOFING,*
*
| BEARING & | PILES
3"
CL
R.
SECTION B-B
PLAN
| CONSTRUCTION
REINF. CONC. PILE (TYP.)
16" DIA. CAST-IN-PLACE
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
6"
45° 4
5°
6"
1'
-0
" 1'-0"
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
6"
1" PEJF 1" PEJF
1
10 9
2 3
8 7
4 5
6
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
| BEARING & | PILES
3"
CL
R.
SECTION B-B
TYPICAL WINGWALL ELEVATION
3"
c/c = 5'-2"
C.J.
OPTIONAL
3"
CL
R.
A508, N.F.
LINE
GROUND
4"
A507
& A511, F.F.
A510, N.F.
A506
7"
F.F.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
6"
6"
6"
STA. XX+XX.XX, F.A.
STA. XX+XX.XX, R.A.
6"
N
N
R.A. F.A.
| CONSTRUCTION
EL. C EL. CEL. B
EL. A
EL. B
EL. D
EL. B
EL. D
EL. B
EL. A
A504
A504, E.F.
3" 3"A504
A504, E.F.9"1'-3" 3"
CL
R.
9"
4-A801 A502, E.F.
A401 (TYP.)
4-A801
B
B GROUND LINE
1'-3"9" 9"
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
5-
A503
5-
A503
TYPICAL WINGWALL ELEVATION
LINE
GROUND
3"
c/c = 3'-6"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
7"
A506, N.F.
3-A510, F.F.
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
c/c = 1'-7"
2 SPA. @ 9•"
& 3-A509, F.F.
3-A508, N.F.
| CONSTRUCTION
PLAN
6"
45° 4
5°
6"
1'-0
" 1'-0
"
3"
c/c = 4'-6"
4"
3"
CL
R.
A507, N.F.A506
TYPICAL WINGWALL ELEVATION
& A510, F.F.
A509, N.F.
& A512, F.F.
A511, N.F.
LINE
GROUND
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA. TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
1" PEJF 1" PEJF
C.J.
OPTIONAL
7"
F.F.
STA. XX+XX.XX, F.A.
STA. XX+XX.XX, R.A.
N
N
R.A. F.A.
15'-9"15'-9"
34'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
4'-8
" W
IN
G
WALL 4
'-
8"
W
ING
WA
LL3'-
0"
4'-8"
3 SPA. @ 1'-3"
5-
A507, E.F.
28 SETS OF 2-A501
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-4"
1'-4"
1'-8"
4'-4"
3 SPA. @ 1'-2"
5-
A507, E.F.
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
16'-4•"16'-4•"1'-6"
35'-9"
1'-6"
4'-4"
WIN
GW
ALL
3'-
0"
4'-4
" WIN
GW
ALL
1'-6"
1'-6"
2'-4•"2 SPA. @ 7'-0" c/c PILES = 14'-0"2 SPA. @ 7'-0" c/c PILES = 14'-0"2'-4•"
1'-8"
1'-4"
1'-4"
30 SETS OF 2-A501
11'-9"11'-9"
26'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
4'-4
" WIN
GW
ALL 4
'-4"
WIN
G
W
ALL
19 SETS OF 2-A501
3'-
0"
4'-4"
5-
A507, E.F.
3 SPA. @ 1'-2"
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-4"
1'-4"
1'-8"
4'-4"
5-
A507, E.F.
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
3 SPA. @ 1'-2"
1'-6" 13'-9"13'-9"
30'-6"
1'-6"
4'-4"
WIN
GW
ALL4
'-4" W
ING
WALL
3'-
0"
1'-6"
1'-6"
24 SETS OF 2-A501
1'-8"
1'-4"
1'-4"
15'-9"15'-9"
34'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
4'-8
" WIN
GW
ALL 4
'-8"
WIN
GW
ALL3
'-0"
4'-8"
3 SPA. @ 1'-3"
5-
A507, E.F.
28 SETS OF 2-A501
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-4"
1'-4"
1'-8"
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-6"
1'-11"2 SPA. @ 5'-9" c/c PILES = 11'-6"2 SPA. @ 5'-9" c/c PILES = 11'-6"1'-11"
6'-
0
" WIN
GW
ALL
4'-0
" W
ING
WALL
3'-
0"
1'-6"
1'-6"
13'-5"13'-5"1'-6"
29'-10"
1'-4"
1'-4"
1'-8"
24 SETS OF 2-A501
5-
A510, E.F. (W
W2)
5-
A507, E.F. (W
W1)
4'-0" (WW1)
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-4"
1'-4"
1'-8"
5'-
6
" WIN
GW
A
LL
12'-3"12'-3"1'-6"
27'-6"
1'-6"
3'-
0"
1'-6"
1'-6"
5'-6
" WIN
GW
ALL
1'-9"2 SPA. @ 5'-3" c/c PILES = 10'-6"2 SPA. @ 5'-3" c/c PILES = 10'-6"1'-9"
24 SETS OF 2-A501
4 SPA. @ 1'-2"
5-
A507, E.F.
5'-6"
16'-0"16'-0"5'-6" 5'-6"
32'-0"
3'-0"2 SPA. @ 6'-6" c/c PILES = 13'-0"2 SPA. @ 6'-6" c/c PILES = 13'-0"3'-0"
1'-6"
1'-6"
3'-
0"
4'-6" 4'-6"
30 SETS OF 2-A501
5-
A505, E.F.
5 SPA. @ 1'-3"
A503 SERIES
1'-0"
1'-0"
5 SPA. @ 1'-0" c/c
2'-1"2'-1"
5'-
0"
MIN.
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
1'-6"
1'-2"
1'-2"
6-A508, 5 SPA. @
7'-0"
6-A509, LAP TO A508
1'-8"
7'-
0"
WIN
GW
ALL
1'-8"
7'-
0"
WIN
GW
ALL
1'-8"
16'-0‚"16'-0‚"1'-10ƒ" 1'-10ƒ"
2'-3‚"2'-3‚"
2'-11"2 SPA. @ 7'-6" c/c PILES = 15'-0"2 SPA. @ 7'-6" c/c PILES = 15'-0"2'-11"
35'-10"
3'-
0" 1'-6"
1'-6"
13'-9" 13'-9"
6 SPA. @ 1'-0" c/c
32 SETS OF 2-A501
4 SP
A.
@ 1'-1"
5'-
0"
MIN.
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
1'-2"
1'-2"
1'-6"
4'-8"
5-
A507, E.F.
4
'-8"
W
ING
WALL3
'-0"
4'-8
" WIN
G
WALL
1'-6"
1'-6"
1'-6" 13'-9"13'-9"
30'-6"
1'-6"
3 SPA. @ 1'-3"
1'-6"1'-6"
A502
2" DEEP x 12" WIDE x 27'-6" LONG KEY IN FOOTING
4'-8"
3 SPA. @ 1'-3"
5-
A507, E.F.
24 SETS OF 2-A501
4'-8"
WIN
GW
ALL3
'-0"
4'-8
" WIN
G
WALL
1'-6"
1'-6"
1'-6" 13'-9"13'-9"
30'-6"
1'-6"
1'-8"
1'-4"
1'-4"
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
18'-0"18'-0"
36'-0"
5'-6"
4'-6"
5'-6"
4'-6"
1'-6"
1'-6"
3'-
0"
2'-3•"2'-3•"
3'-0"2 SPA. @ 7'-6" c/c PILES = 15'-0"2 SPA. @ 7'-6" c/c PILES = 15'-0"3'-0"
6 SPA. @ 1'-0" c/c
34 SETS OF 2-A501
5-
A505, E.F.
4 SPA. @ 1'-3"
A503 SERIES 1'-3"
1'-6"
5'-
0"
MIN.
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
1'-6"
1'-2"
1'-2"
2'-3•"2'-3•"
17'-3"17'-3"
37'-0"
1'-3" 1'-3"
1'-6"
1'-6"
1'-3"
1'-3"
34 SETS OF 2-P501
4-P801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-P801
5'-
0"
MIN.
2'-
0"
1'-0"
6"
1'-0"
1'-6"
1'-2"
1'-2"
11'-9"11'-9"
26'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
4'-4
" WIN
GW
ALL 4
'-4"
WIN
GW
ALL
3'-
0"
1'-0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
2'-
0"
15'-9"15'-9"
34'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
6'-0
" WIN
G
W
ALL 6
'-
0
" W
IN
GW
A
LL
3'-
0"
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
6'-0"
3'-6"2'-6"
4 SPA. @ 1'-3•"
3-A505
5-
A509, E.F.
1'-5"
3-
A514
5'-
6"
MIN.
19 SETS OF 2-A501
1'-4"
1'-4"
1'-8"
4'-4"
5-
A507, E.F.
3 SPA. @ 1'-2"
15'-9"15'-9"
34'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
3'-6"1'-10"
5'-4"
3 SPA. @ 1'-6"
3-A505
1'-2"
5-
A508, E.F.
5'-4
" WIN
GW
ALL 5
'-
4"
W
IN
GW
A
LL
3'-
0"
3-
A513
EL. BEL. C EL. C
EL. B
| CONSTRUCTION
3" 3"A504
A504, E.F.
5-
A503
5-
A503
A504
A504, E.F.
3"
CL
R.
1'-3" 9"
4-A801 A401 (TYP.)
A502, E.F.
LINE
GROUND
B
B
9" 1'-3"
4-A801
9" 9"
ELEVATION
PROPOSED SUPERSTRUCTURE NOT SHOWN
28 SETS OF 2-A501
1'-4"
1'-4"
1'-8"
EL. B
EL. D
EL. E
EL. B
EL. A
EL. D
EL. E
EL. B
EL. A
| BEARING & | PILES
3"
CL
R.
SECTION B-B
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
6"
1
10
R.A. (TYP.)
PILE NUMBER,
F.A. (TYP.)
PILE NUMBER,
9
2 3
8 6"
7
4 5
6
6"
REINF. CONC. PILE (TYP.)
16" DIA. CAST-IN-PLACE
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
EL. C
EL. B
EL. A
EL. BEL. C EL. C
EL. B
| CONSTRUCTION
3" 3"A504
A504, E.F.
5-
A503
5-
A503
A504
A504, E.F.
3"
CL
R.
1'-3" 9"
4-A801 A401 (TYP.)
A502, E.F.
LINE
GROUND
B
B
9" 1'-3"
4-A801
9" 9"
28 SETS OF 2-A501
1'-4"
1'-4"
1'-8"
EL. D
EL. E
EL. A
EL. B
EL. D
EL. E
EL. B
EL. A
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
& A512, F.F.
A511, N.F.
| CONSTRUCTION
EL. A
EL. BEL. C EL. C
EL. B
| CONSTRUCTION
3" 3"
PLAN
ELEVATION
1 2 3 4
10 9 8 7
6"
45° 4
5°
6"
A504
A504, E.F.
5-
A503
5-
A503
A504
A504, E.F.
1'-0
"
5
6
TYPICAL WINGWALL ELEVATION
TYPE 3 WATERPROOFING, SEE NOTE 4 (TYP.)
6"
1" PEJF 1" PEJF
PROPOSED SUPERSTRUCTURE NOT SHOWN
EL. B EL. B
EL. A
LINE
GROUND
3"
c/c = 3'-6"
4-A505
4"
3"
CL
R.
C.J.
OPTIONAL
7"
R.A. (TYP.)
PILE NUMBER,
ANCHOR DOWEL BARS
| BEARING, | PILES & | 1" DIA.
3"
CL
R.
1'-3" 9"
4-A801 A401 (TYP.)
A502, E.F.
B
B
9" 1'-3"
4-A801
9" 9"
1'-0"
| BEARING & | PILES
3"
CL
R.
SECTION B-B
A506, N.F.
3-A510, F.F.
REINF. CONC. PILE (TYP.)
12" DIA. CAST-IN-PLACE
c/c = 4'-
10"
4 SP
A.
@ 1'-2•
"
CONC. PILE
12" DIA. REINF.
EL. D EL. D
c/c = 1'-7"
2 SPA. @ 9•"
& 3-A509, F.F.
3-A508, N.F.
F.A. (TYP.)
PILE NUMBER,
GROUND LINE
6"
6"
15'-9"15'-9"
34'-6"
1'-6"
1'-6"
2'-0"2'-0"
1'-6" 1'-6"
4'-4
" WIN
GW
ALL 4
'-4"
WIN
GW
ALL
3'-
0"
4'-4"
5-
A507, E.F.
28 SETS OF 2-A501
1'-0"
2'-
0"
1'-0"
6"
4-A801
1'-6"1'-6"
3'-0"
3 EQ. SPA.
4-A801
5'-
6"
MIN.
1'-4"
1'-4"
1'-8"
3 SPA. @ 1'-2"
20'-0" 24'-0" 28'-0" 20'-0" 24'-0" 28'-0"
CB33-48
CB27-48
CB21-
48
CB21-
48
CB27-48
CB33-48
28'-0" 28'-0"
24'-0"
24'-0" 24'-0" 28'-0"
ABUTMENT MATRIX ABUTMENT MATRIX
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
CONC. PILE
14" DIA. REINF.
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
CONC. PILE
12" DIA. REINF.
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
STEEL PILE
HP10x42
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
STEEL PILE
HP10x42
C.J.
3 4 5
678910
= PREFORMED EXPANSION JOINT FILLER
= REAR ABUTMENT
= NEAR FACE
= FAR FACE
= FORWARD ABUTMENT
= EACH FACE
= CONSTRUCTION JOINT
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
STEEL PILE
HP10x42
= PREFORMED EXPANSION JOINT FILLER
= REAR ABUTMENT
= NEAR FACE
= FAR FACE
= FORWARD ABUTMENT
= EACH FACE
= CONSTRUCTION JOINT
C.J.
A504 OR A506, F.F.
A503 OR A505, N.F.
3
810 9
4
7 6
5
5-A504, F.F.
5-A503, N.F.
5-A506, F.F.
5-A505, N.F.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
STEEL PILE
HP10x42
C.J.C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
STEEL PILE
HP10x42
= PREFORMED EXPANSION JOINT FILLER
= REAR ABUTMENT
= NEAR FACE
= FAR FACE
= FORWARD ABUTMENT
= EACH FACE
= CONSTRUCTION JOINT
C.J.
CONC. PILE
14" DIA. REINF.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
CONC. PILE
14" DIA. REINF.
P502 (TYP.)
P501 (TYP.)
P401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
CONC. PILE
14" DIA. REINF.
A502 (TYP.)
A501 (TYP.)
A401
CONC. PILE
16" DIA. REINF.
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
C.J.
C.J.
C.J.
A502 (TYP.)
A501 (TYP.)
A401
CONC. PILE
16" DIA. REINF.
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
C.J.
A502 (TYP.)
A501 (TYP.)
A401
EACH BOX BEAM
DOWEL BAR AT
1" DIA. ANCHOR
HP10x42
HP12x53
HP14x73
14" C.I.P.
12" C.I.P.
16" C.I.P.
2'-3"3 SPA. @ 6'-4" c/c PILES = 19'-0"2'-3"
(TYP.)
c/c = 4'-10"
4 SPA. @ 1'-2•"9"
A510 A510
A510 A510
2'-3"2 SPA. @ 5'-9" c/c PILES = 11'-6"2 SPA. @ 5'-9" c/c PILES = 11'-6"2'-3"
= 4'-3" (TYP.)
4 SPA. @ 1'-0ƒ"
A510
2'-3"2 SPA. @ 6'-9" c/c PILES = 13'-6"2 SPA. @ 6'-9" c/c PILES = 13'-6"2'-3"
= 5'-3" (TYP.)
5 SPA. @ 1'-0•"(+)
2'-3"3 SPA. @ 6'-4" c/c PILES = 19'-0"2'-3"
(TYP.)
c/c = 4'-10"
4 SPA. @ 1'-2•"
2'-3"2 SPA. @ 5'-9" c/c PILES = 11'-6"2 SPA. @ 5'-9" c/c PILES = 11'-6"2'-3"
4 SPA. @ 1'-0ƒ"
= 4'-3" (TYP.)
2'-3"2 SPA. @ 6'-9" c/c PILES = 13'-6"2 SPA. @ 6'-9" c/c PILES = 13'-6"2'-3"
N
N
R.A. F.A.
5 SPA. @ 1'-0•"(+)
= 5'-3" (TYP.)
2'-3"2 SPA. @ 6'-9" c/c PILES = 13'-6"2 SPA. @ 6'-9" c/c PILES = 13'-6"2'-3"
5 SPA. @ 1'-0•"(+)
= 5'-3" (TYP.)
N
N
R.A. F.A.
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
2'-3"2 SPA. @ 6'-9" c/c PILES = 13'-6"2 SPA. @ 6'-9" c/c PILES = 13'-6"2'-3"
5 SPA. @ 1'-0•"(+)
= 5'-3" (TYP.)
5 SPA. @ 1'-0•"(+)
= 5'-3" (TYP.)
2'-3"2 SPA. @ 6'-9" c/c PILES = 13'-6"2 SPA. @ 6'-9" c/c PILES = 13'-6"2'-3"
ADDITIONAL ABUTMENT EXAMPLES
30°00' RF
CB17-48
28'-0"
TWO-SPAN BRIDGE
FOR DESIGNERS NEEDING TO DEVELOP DETAILS FOR SKEWED BRIDGES WITH TST-1-99 RAILING AND MGS GUARDRAIL.
NOTE: THE EXAMPLES BELOW USED DBR-2-73 RAILING AND TYPE 5 GUARDRAIL. THEY ARE PROVIDED FOR USE AS A GUIDE
XXX.XX
XXX.XX
XXX.XX
XXX.XX
XXX.XX
XXX.XX
XXX.XX
XXX.XX
STA. XX+XX.XX, R.A.
STA. XX+XX.XX, F.A.
LAYOUT FOR BRIDGE WITH 30° SKEW
EXAMPLE OF FLARED OR STRAIGHT WINGWALL
LAYOUT FOR BRIDGE WITH 15° SKEW
EXAMPLE OF FLARED OR STRAIGHT WINGWALL
LAYOUT FOR BRIDGE WITH NO SKEW
EXAMPLE OF FLARED OR STRAIGHT WINGWALL
ON THE END DIAPRHAGM (TYP.)
CENTER THE TOP MOUNTED POST
19-A603 & 19-A501, 18 SPA. @ 1'-6" c/c = 27'-0"
24-A601, TOP & BOTTOM, 23 SPA. @ 1'-6" c/c = 34'-6"
MATRIX-ABUT.DGN
1'-6"
PART ELEVATION
END DIAPHRAGM
X'-X"
X'-X"
| CONSTRUCTION
1'-6"X'-X"
X'-X"
| CONSTRUCTION
1'-6"X'-X"
X'-X"
| CONSTRUCTION
1'-6"X'-X"
X'-X"
PART ELEVATION
END DIAPHRAGM
PART ELEVATION
END DIAPHRAGM
PART ELEVATION
END DIAPHRAGM
S605
S501
1" PEJF
BACKWALL PER STD. DWG. TST-1-99
FLUSH MOUNTED POST ON INTEGRAL�
3"
6"
6"
S606, LAP S604
1'-0"
�
BACKWALL PER STD. DWG. TST-1-99
FLUSH MOUNTED POST ON INTEGRAL�
BACKWALL PER STD. DWG. TST-1-99
FLUSH MOUNTED POST ON INTEGRAL�
BACKWALL PER STD. DWG. TST-1-99
FLUSH MOUNTED POST ON INTEGRAL�
�
3"1'-0"
�
3"1'-0"
�
3"1'-0"
S501
1" PEJF
S605
S501
1" PEJF
S605
S501
1" PEJF
S605
S606, LAP S604
S606, LAP S604
S606, LAP S604
S604, F.F.
S604, F.F.
S604, F.F.
S604, F.F.
WINGWALL LENGTHS FOR BRIDGES WITH SKEW
DESIGNER IS RESPONSIBLE FOR DETERMINING REQUIRED
Recommended