Instructions for Use of Simplified Plan Sheet Templates Bridge...Instructions for Use of Simplified Plan Sheet Templates The intent of this template is to provide a tool for designers

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.

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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.

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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.


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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.


1

2

3

4

5

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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.


1 2

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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

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Abutment Details (6/8) or (6/9):

Figure 7: Abutment Details Template



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.



1

2

3

4

6

5

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Box Beam Details (not used) or (7/9):

Figure 8: Box Beam Details Template



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

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Deck Plan & End Diaphragm Details (7/8) or (8/9):

Figure 9: Deck Plan & End Diaphragm Details Template



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.



1

2 3

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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).


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.



1 2

3

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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.

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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.

mlawler

Text Box

APPENDIX 1 - TEMPLATE PRINTS (11 X 17, ANNOTATED IN COLOR)

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NO. C

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XX-

XX

XX

CT

Y-

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XX.X

X

RAIL

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AD IN

VO

LV

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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

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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



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

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EN

T

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LOCATION MAP


SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION



DESIGN SPEED

LEGAL SPEED

DESIGN EXCEPTIONS



INDEX OF SHEETS:

PROJECT DESCRIPTION

2013 SPECIFICATIONS





1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:

INTERSTATE HIGHWAY


OTHER ROADS


CURRENT ADT (2012)



NO

NE

TITLE SHEET 1

SITE PLAN 2

GENERAL NOTES 3, 4


ABUTMENT DETAILS 6

7

1

9

LOCATION

PROJECT

M.P.H.

M.P.H.


CO

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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








ENGINEER'S OFFICE

CTY-CRXX-XX.XX

[NAME] TOWNSHIP

[NAME] COUNTY

[NAME] COUNTY or CITY

ACRES

ACRES

ACRES


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

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S IN TIT

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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



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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


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


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


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


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


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


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


MONOLITHIC WEARING SURFACE IS ASSUMED, FOR DESIGN PURPOSES, TO BE 1" THICK.

STEEL DRIP STRIP

2•" CONCRETE COVER

EPOXY COATED REINFORCING STEEL


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


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


XX-XX-XXDATED800


01-17-14REVISEDTST-1-99

01-21-11REVISED PSBD-2-07

07-18-03REVISEDDS-1-92


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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

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SEE TRANSVERSE SECTION MATRIX FOR EXAMPLES SECTION A-A MATCHING TRANSVERSE SECTION

SEE LAYOUT PLAN MATRIX FOR EXAMPLES

AB

UT

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TAILS

6

5

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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

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SEE DECK PLAN MATRIX FOR EXAMPLES

6

7

BO

X B

EA

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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.


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



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

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mlawler

Text Box

APPENDIX 2 - TEMPLATE PRINTS (11 X 17, ANNOTATED OFF)

mlawler

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RAIL

RO

AD IN

VO

LV

EM

EN

T

N

LOCATION MAP


SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION



DESIGN SPEED

LEGAL SPEED

DESIGN EXCEPTIONS



INDEX OF SHEETS:

PROJECT DESCRIPTION

2013 SPECIFICATIONS





1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:

INTERSTATE HIGHWAY


OTHER ROADS


CURRENT ADT (2012)



NO

NE

TITLE SHEET 1

SITE PLAN 2

GENERAL NOTES 3, 4


ABUTMENT DETAILS 6

7

1

8

LOCATION

PROJECT

M.P.H.

M.P.H.


CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

FE

DE

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L P

ROJE

CT

NO.

PID

NO.

XX

XX

X

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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:








ACRES

ACRES

ACRES


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


RAIL

RO

AD IN

VO

LV

EM

EN

T

N

LOCATION MAP


SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION



DESIGN SPEED

LEGAL SPEED

DESIGN EXCEPTIONS



INDEX OF SHEETS:

PROJECT DESCRIPTION

2013 SPECIFICATIONS





1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:

INTERSTATE HIGHWAY


OTHER ROADS


CURRENT ADT (2012)



NO

NE

TITLE SHEET 1

SITE PLAN 2

GENERAL NOTES 3, 4


ABUTMENT DETAILS 6

7

1

9

LOCATION

PROJECT

M.P.H.

M.P.H.


CO

NS

TR

UC

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CT

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ROJE

CT

NO.

PID

NO.

XX

XX

X

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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








ACRES

ACRES

ACRES


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



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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


EL. XXX.XX

X

X


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


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


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


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


IN-STREAM WORK


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


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:


DESIGN DATA:







MONOLITHIC WEARING SURFACE

WORK LIMITS

UTILITIES

CONSTRUCTION NOISE

THE USE OF EXPLOSIVES AND/OR HEADACHE BALLS WILL NOT BE PERMITTED.

THE EXISTING


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


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


MONOLITHIC WEARING SURFACE IS ASSUMED, FOR DESIGN PURPOSES, TO BE 1" THICK.

STEEL DRIP STRIP

2•" CONCRETE COVER

EPOXY COATED REINFORCING STEEL


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


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


XX-XX-XXDATED800


01-17-14REVISEDTST-1-99

01-21-11REVISED PSBD-2-07

07-18-03REVISEDDS-1-92


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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


= NEAR FACE

= MAGNETIC NAIL SET

= FORWARD

= FLOW LINE

= FAR FACE

= FORWARD ABUTMENT

= FACE TO FACE

= ELEVATION

= EACH FACE

= COUNTY ROAD


= CONSTRUCTION

= CLEAR COVER

= CENTER TO CENTER

= BEARING

= AVERAGE DAILY TRUCK TRAFFIC

= AVERAGE DAILY TRAFFIC

= ABUTMENT

3

4

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XX-

XX

XX

CT

Y-

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X

SU

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RS

TR

UC

TU

RE

DE

TAILS

4

5

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NO. C

TY-

CR

XX-

XX

XX

CT

Y-

CR

XX-

XX.X

X

AB

UT

ME

NT

DE

TAILS

6

5

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NO. C

TY-

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XX-

XX

XX

CT

Y-

CR

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XX.X

X

LOCATION

EL. A

EL. B

EL. C

REAR ABUT. FWD. ABUT.

EL. D


*

*

*

X

X

X

X

X

X

X

X4.

3.

2.

1.




PSBD-2-07.








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


ABUTMENT ELEVATIONS

NOTES


ADJUSTED ELEVATIONS TO THE COUNTY ENGINEER FOR






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

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NO. C

TY-

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XX-

XX

XX

CT

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CR

XX-

XX.X

X

6

7

BO

X B

EA

M

DE

TAILS

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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,



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



A B C D E INC.

SERIES



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

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TY-

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XX-

XX

XX

CT

Y-

CR

XX-

XX.X

X

mlawler

Text Box

APPENDIX 3 - MATRIX PRINTS (FIT TO 11 X 17 FOR REFERENCE)

mlawler

Rectangle

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.







DRAWING PSBD-2-07.



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.


TYPE D

ROCK FILL,

PROPOSED

2:1 MAX.

1

2

3

1 2 3

1" POLYSTYRENE




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.


TYPE D

ROCK FILL,

PROPOSED

3:1 MAX.

3.

2.

1.

FOR BOTH SIDES.







DRAWING PSBD-2-07.



9"(-) c/c

S602 @

1

2

3

1 2 3

1" POLYSTYRENE




PROPOSED ABUTMENT

NOTES

LEGEND

3.

2.

1.

FOR BOTH SIDES.







DRAWING PSBD-2-07.



| BEARING

NOT TO SCALE

1" BEARING PAD CL

EA

RA

NC

E

1'-1"

MIN.


TYPE D

ROCK FILL,

PROPOSED

2:1 MAX.

1

2

3

1 2 3

1" POLYSTYRENE




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
















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


9" c/c

S602 @

28'-0" PLUS FIT-UP

| CONSTRUCTION

GRADE


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


9" c/c


9" c/c


GRADE

PROFILE

| CONSTRUCTION

GRADE

PROFILE

| CONSTRUCTION

GRADE

PROFILE

| CONSTRUCTION

9" c/c


9" c/c


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.







DRAWING PSBD-2-07.



1

2

3




NOTES

LEGEND



3.

2.

1.

FOR BOTH SIDES.







DRAWING PSBD-2-07.



1

2

3




NOTES

LEGEND



1 2 3




| BEARING

NOT TO SCALE

CL

EA

RA

NC

E

1'-1"

MIN.



TYPE D

ROCK FILL,

PROPOSED

2:1 MAX.

PROPOSED ABUTMENT

SECTION A-A

1 2 3




| BEARING

NOT TO SCALE

CL

EA

RA

NC

E

1'-1"

MIN.



TYPE D

ROCK FILL,

PROPOSED

2:1 MAX.

PROPOSED ABUTMENT


SECTION A-A


| 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

*





SECTION C-C

*





SECTION C-C

*





24'-0" PLUS FIT-UP

GRADE

PROFILE

| CONSTRUCTION

GRADE

PROFILE

| CONSTRUCTION

24'-0" PLUS FIT-UP


WEARING SURFACE, SEE NOTE 3

3" MIN. ASPHALT CONCRETE


3" MIN. ASPHALT CONCRETETYPE 3 WATERPROOFING

GRADE

PROFILE

| CONSTRUCTION

24'-0" PLUS FIT-UP



GRADE

PROFILE

| CONSTRUCTION

24'-0" PLUS FIT-UP



1" BEARING PAD

| BEARING


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


CL

EA

RA

NC

E

1'-1"

MIN.

TYPE D

ROCK FILL,

PROPOSED

2:1 MAX.

INTEGRAL BACKWALL

1

2

3






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






DRAWING PSBD-2-07.



NOT TO SCALE

SECTION A-A

1 2 3

1 2 3

TRANSVERSE SECTION

TRANSVERSE SECTION

TRANSVERSE SECTION

TRANSVERSE SECTION

1" POLYSTYRENE

PROPOSED ABUTMENT




1" POLYSTYRENE

PROPOSED ABUTMENT




LEGEND

4.

3.

2.

1.

1

2

3






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






DRAWING PSBD-2-07.



| 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

*





SECTION C-C

*





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



22-S601, 21 SPA. @ 1'-6" c/c = 31'-6"


1'-5"

1'-0"

BRIDGE LIMITS


14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"



1'-5"

1'-0"

BRIDGE LIMITS

1'-5"

1'-0"

BRIDGE LIMITS



14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"



14-S601, 13 SPA. @ 1'-6" c/c = 19'-6"






17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"




21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"




21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"








21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"



21-S601, 20 SPA. @ 1'-4•" c/c = 27'-6"



17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"



17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"



17-S601, 16 SPA. @ 1'-5†" c/c = 23'-6"

1'-0"

2'-

3"

BRIDGE LIMITS





6 - B17-48 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

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.)


SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)





SEE ODOT STANDARD


TST-1-99 (TYP.)




(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


| 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


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


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


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


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


2'-6" LAP (TYP.)

STA. 9+70.50 STA. 10+29.50

83-S602, 82 SPA. @ 9" c/c = 61'-6"

| CONSTRUCTION


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"


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


| 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"


N

3-S604

3"

3"

C C

3"

13 SPA. @ 1'-6" c/c = 19'-6"

14-S601 & 14-S603,


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


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


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


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


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


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

*


* 3-S605, 2 SPA. @ 9" c/c


* 3-S605, 2 SPA. @ 9" c/c

*

*


* 3-S605, 2 SPA. @ 9" c/c

*


* 3-S605, 2 SPA. @ 9" c/c

*


* 3-S605, 2 SPA. @ 9" c/c

*


* 3-S605, 2 SPA. @ 9" c/c

*


* 3-S605, 2 SPA. @ 9" c/c

*


* 3-S605, 2 SPA. @ 9" c/c

2'-0"

3-S6043-S604

*


* 3-S605, 2 SPA. @ 9" c/c

2'-0"

(TYP.)

3-S604 3-S604

*


* 3-S605, 2 SPA. @ 9" c/c

(TYP.)

2'-0"

(TYP.)

*


* 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


79'-0"64'-0"

31'-3"

6°35' RF

39'-0" 49'-0"

28°30' RF 15°00' RF


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


60'-0" c/c BEARING6…" 6…"


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


24'-

0"

PL

US FIT-

UP

6 - B33-48 B

OX B

EA

MS

6'-3"

TYPE 5

GUARDRAIL



TYPE 5

GUARDRAIL

N


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


1'-6" 1'-6" 1'-6" 1'-6"

8'-3"(`) 33'-0"(`) 7'-9"(`)


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


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•"


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


| CONSTRUCTION

N




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



| CONSTRUCTION

STA. 9+80.50 STA. 10+19.50

1'-6" 1'-6"A A

1'-6" 1'-6"

A A

| BEARING R.A.



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"(`)


A A

A A

N

STA. 9+70.50

6" 6"

60'-0"

5'-0" 5'-0"


STA. 10+29.50

59'-0" c/c BEARING

STA. 10+29.50


PORTION OF EXIST. STONE ABUTMENT TO REMAIN (TYP.)

EXIST. CONCRETE WINGWALL TO BE REMOVED (TYP.)




| CONSTRUCTION

6 - C

B17-48 B

OX B

EA

MS

24'-

0"

PL

US FIT-

UP


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"


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


1'-6" 1'-6" 1'-6" 1'-6"


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


1'-6" 1'-6" 1'-6" 1'-6"


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"


GUARDRAIL

6'-3"

TYPE 5

GUARDRAIL


| 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"(`)


A A

A A

STA. 9+80.50

6" 6"49'-0" c/c BEARING

50'-0"

N

STA. 10+29.50


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


1'-6" 1'-6" 1'-6" 1'-6"

9'-6"(`) 30'-0"(`) 9'-6"(`)


A A

A A

N

STA. 9+75.50

6" 6"49'-0" c/c BEARING

50'-0"

STA. 10+24.50



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


6'-3" 7 SPA. @ 6'-3" c/c RAILING POSTS = 43'-9" 6'-3"

TYPE 5

GUARDRAIL

N



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•"


N

49'-0" c/c BEARING

50'-0"

6" 6"

STA. 9+75.50 STA. 10+24.50

| CONSTRUCTION


9'-2"(`) 30'-4"(`) 9'-6"(`)

1'-6" 1'-6" 1'-6" 1'-6"


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


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.)




ADDITIONAL EXAMPLES

SEE BELOW FOR

4'-5…"

4'-5…"


| CONSTRUCTION

STA. 9+80.50 STA. 10+19.50

1'-6" 1'-6"A A

1'-6" 1'-6"

A A

| BEARING R.A.



N

PORTION OF EXIST. TIMBER ABUTMENT TO REMAIN

PORTION OF EXIST. CONCRETE ABUTMENT TO REMAIN


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


6" 6"59'-0" c/c BEARING

60'-0"

| CONSTRUCTION


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



| CONSTRUCTION

7 - C

B27-48 B

OX B

EA

MS

28'-

0"

PL

US FIT-

UP


1'-6" 1'-6" 1'-6" 1'-6"

7'-0"(`) 45'-0"(`) 7'-0"(`)


A A

A A

N

STA. 9+70.50 STA. 10+29.50

6" 6"59'-0" c/c BEARING

60'-0"


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"




1'-6" 1'-6"

STA. 10+34.50

1'-6" 1'-6"

7'-6"(`) 7'-6"(`)54'-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.)BUILD NEW WALL TO RETAIN FILL (TYP.)

| CONSTRUCTION

N

STA. 9+65.50





| BEARING F.A.

1'-6"

STA. 10+32.00

1'-6"

| BEARING R.A.

1'-6" 1'-6"


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.)


| CONSTRUCTION

N

STA. 9+68.00



ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE ADDITIONAL EXAMPLE


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


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


2'-5•"

TYPE 5 GUARDRAIL

2'-5•"

TYPE 5 GUARDRAIL


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"


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•"


2'-5•"

TYPE 5 GUARDRAIL

2'-5•"

TYPE 5 GUARDRAIL


2'-5•"

TYPE 5 GUARDRAIL

2'-5•"

TYPE 5 GUARDRAIL

c/c c/c c/c c/c

c/c c/c


2'-5•"

TYPE 5 GUARDRAIL

2'-5•"


2'-5•"

TYPE 5 GUARDRAIL

2'-5•"


2'-5•"

TYPE 5 GUARDRAIL

5'-0"

c/c


c/c

TYPE 5 GUARDRAIL

2'-5•"

TYPE 5 GUARDRAIL

5'-0"

c/c



5'-0"

c/c

TYPE 5 GUARDRAIL

2'-5•" 2'-5•"



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



STA. XX+XX.XX, R.A.

N

F.A.

N

R.A.

3"


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


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

*

*




PSBD-2-07.







*

65'


ADJUSTED ELEVATIONS TO THE KNOX COUNTY ENGINEER FOR






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,


ANCHOR DOWEL BARS


6"



| 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"


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


PLAN

PILE (TYP.)

HP10x42 STEEL

5-

A503

5-

A503

F.A. (TYP.)

PILE NUMBER,

6"

6"

�

ELEVATION



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




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



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,

ANCHOR DOWEL BARS


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


REAR ABUT.

FWD. ABUT.

1 THRU 5

6 THRU 10

ELEVATION

CUT-OFF

PAY LENGTH

ESTIMATED

4.

3.

2.

1.



| BEARING & | PILES

3"

CL

R.

SECTION B-B




PSBD-2-07.







*

FOR APPROVAL WITH THE BOX BEAM DESIGN.

ADJUSTED ELEVATIONS TO THE WYANDOT COUNTY ENGINEER



NECESSARY TO ACCOUNT FOR ADDITIONAL ASPHALT THICKNESS



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


REAR ABUT.

FWD. ABUT.

1 THRU 5

6 THRU 10

ELEVATION

CUT-OFF

PAY LENGTH

ESTIMATED

4.

3.

2.

1.



| BEARING & | PILES

3"

CL

R.

SECTION B-B




PSBD-2-07.







*

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"


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



NECESSARY TO ACCOUNT FOR ADDITIONAL ASPHALT THICKNESS



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


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"


ANCHOR DOWEL BARS

| BEARING, | PILES & | 1" DIA. | CONSTRUCTION

PLAN


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.



INSTALL A 3'-0" WIDE STRIP OF TYPE 3 WATERPOOFING CENTERED ON

PSBD-2-07.







15°00'00"

1" PEJF1" PEJF

N

N

R.A. F.A.

ELEVATION

LOCATION

EL. A

EL. B

EL. C


LEGEND

EL. D

EL. E

PEJF

R.A.

N.F.

F.F.

F.A.

E.F.

C.J.


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


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"


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


NOTES

LEGEND

EL. D4.

3.

2.

1.

PEJF

R.A.

N.F.

F.F.

F.A.

E.F.

C.J.




PSBD-2-07.







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.


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


PILE (TYP.)

HP10x42 STEEL

ELEVATION


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


N

F.A.

N

R.A.

4-A604

NOTES

4.

3.

2.

1.




PSBD-2-07.








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


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


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.


3-A510, F.F.

A506, N.F.

CB21-48

NO SKEW

SPREAD FOOTING

4-A801

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





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.




PSBD-2-07.







ELEVATION

LOCATION

EL. A

EL. B

EL. C


EL. D

EL. E


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


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"


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.



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


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




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



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



R.A. (TYP.)

PILE NUMBER,

F.A. (TYP.)

PILE NUMBER,

6"

45° 4

5°

6"

1'

-0

" 1'-0"

ANCHOR DOWEL BARS


6"

1" PEJF 1" PEJF

1

10 9

2 3

8 7

4 5

6


| BEARING & | PILES

3"

CL

R.

SECTION B-B


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


5-

A503

5-

A503


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


& 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


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"


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‚"


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•"


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


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"



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



6"

1" PEJF 1" PEJF


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


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•

"

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


= REAR ABUTMENT

= NEAR FACE

= FAR FACE

= FORWARD ABUTMENT

= EACH FACE


C.J.

A502 (TYP.)

A501 (TYP.)

A401

EACH BOX BEAM

DOWEL BAR AT

1" DIA. ANCHOR

STEEL PILE

HP10x42


= REAR ABUTMENT

= NEAR FACE

= FAR FACE

= FORWARD ABUTMENT

= EACH FACE


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


= REAR ABUTMENT

= NEAR FACE

= FAR FACE

= FORWARD ABUTMENT

= EACH FACE


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


= 4'-3" (TYP.)

4 SPA. @ 1'-0ƒ"

A510


= 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•"


4 SPA. @ 1'-0ƒ"

= 4'-3" (TYP.)


N

N

R.A. F.A.

5 SPA. @ 1'-0•"(+)

= 5'-3" (TYP.)


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.


5 SPA. @ 1'-0•"(+)

= 5'-3" (TYP.)

5 SPA. @ 1'-0•"(+)

= 5'-3" (TYP.)


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


LAYOUT FOR BRIDGE WITH NO SKEW


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"

�







�

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

Documents

Instructions for Use of Simplified Plan Sheet Templates Bridge...Instructions for Use of Simplified Plan Sheet Templates The intent of this template is to provide a tool for designers