STONER AVE. OVER LINE AVE_Final Plans.pdf

PDF 7 MB Posted Jul 31, 2025

Attached to: Stoner Avenue Bridge Rehabilitation
Solicitation number: 25-041
Issued by: Caddo Parish, Louisiana

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Written by GovTribe AI · Jul 31, 2025

The document is a comprehensive set of final engineering plans for the Stoner Avenue Bridge Rehabilitation project, prepared by Halff Associates, Inc. for the City of Shreveport and Caddo Parish in Louisiana. The project involves a full bridge rehabilitation, with a total project length of approximately 380 feet, spanning Line Avenue. The plans detail extensive substructure repairs for 11 bridge bents, replacement of bridge bearings, approach slab rehabilitation, deck overlay, and associated infrastructure improvements. The project includes removing and replacing concrete sections, installing riprap, cleaning deck drains, applying an EPX50 polymer composite micro-overlay, and implementing various traffic control measures during construction.

The project is funded through the City of Shreveport's Department of Public Works, with a project number C25003 and a recall number 300294. The total rehabilitation scope includes 28 bridge bearing replacements, elastomeric bearing pad installations, structure jacking, and a comprehensive deck overlay covering 1,867 square yards. The engineering plans follow the 2016 edition of the Louisiana Department of Transportation and Development (LADOTD) Standard Specifications for Roads and Bridges. The project will require careful traffic management, with specific provisions for maintaining local traffic flow, pedestrian access, and implementing temporary traffic control measures as detailed in the comprehensive plan sheets.

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File	Type	Posted
IFB 25-041 Stoner Avenue Bridge Rehabilitation Bid Documents.pdf	PDF	Jul 31, 2025
2016 - Standard Specification (complete manual).pdf	PDF	Jul 31, 2025

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NOTE: PROJECT LENGTH BASED ON CRL

PROJECT SITE

STONER AVE. BRIDGE

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STONER AVE. BRIDGE

PROJECT NO. C25003

CADDO PARISH

June 2025

RECALL # 300294

REHABILITATION

CITY OF SHREVEPORT

DEPARTMENT OF PUBLIC WORKS

BRIDGE REHABILITATION PLANS FOR

1" = 100'

LAYOUT MAP

505 TRAVIS STREET

SHREVEPORT, LA 71101

www.shreveportla.com

OWNER/CLIENT: PREPARED BY:

201 DAVID L. BOREN BLVD., SUITE 280

NORMAN, OKLAHOMA 73072

TEL. (405) 695-8224

www.halff.com

HALFF ASSOCIATES, INC.

201 DAVID L. BOREN BLVD., SUITE 280

NORMAN, OKLAHOMA 73072

CONTACT: KEVAN PARKER

EMAIL: KEVAN.PARKER@HALFF.COM

TEL: (405) 695-8224

FIRM/ BUSINESS NO.: #312

BRIDGE REHABILITATION

TYPE OF CONSTRUCTIONENGINEER

HORIZONTAL: NAD83 LA STATE

PLANE/NORTH ZONE/US FOOT

VERTICAL: NAVD88

DATUM

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT

GUARANTEED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE

"LOUISIANA 811 ONE CALL SYSTEM" AT 1-800-272-3020 48 HOURS PRIOR TO

BEGINNING ANY EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR

SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND

ELEVATIONS OF ALL EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS

PROJECT IN ORDER TO AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY

ARRANGE FOR REPAIR AND RESTORATION OF CONTRACTOR- DAMAGED UTILITIES TO

THE UTILITY COMPANY'S APPROVAL AT THE EXPENSE OF THE CONTRACTOR.

Know what's below.

before you dig.Call

AVO: 47786.035 DATE: June 12, 2025

SUBMITTED FOR APPROVAL BY:

ENGINEER OF RECORD

I, KEVAN PARKER, P.E., DO HEREBY CONFIRM THAT ANY BRIDGE REHABILITATION

IMPROVEMENTS DESCRIBED HEREIN, HAVE BEEN DESIGNED IN COMPLIANCE WITH THE

SPECIFICATIONS ADOPTED BY THE CITY OF SHREVEPORT, LOUISIANA.

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS

REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN

ACCEPTING THESE PLANS, THE CITY OF SHREVEPORT AND CADDO

PARISH COUNTY MUST RELY UPON THE ADEQUACY OF THE WORK

HERE IN SEALED BY THE DESIGN ENGINEER.

APPROVED BY:

DATENAME

6/12/2025

NAME DATE

STANDARD SPECIFICATIONS

THE 2016 EDITION OF THE LOUISIANA DOTD

STANDARD SPECIFICATIONS FOR ROADS AND

BRIDGES SHALL GOVERN ON THIS

PROJECT.

SHEET TOTAL = 24

PROJECT SITE

STONER AVE. BRIDGE

NOTE: PROJECT LENGTH BASED ON CRL

1" = 5280'

VICINITY MAP

INDEX OF SHEETS

Page

Number Sheet Title

1 TITLE SHEET

2 SUMMARY OF PAY QUANTITIES & NOTES (BRIDGE)

3 OVERALL PLAN

4 GENERAL PLAN & ELEVATION (SHEET 1 OF 2)

5 GENERAL PLAN & ELEVATION (SHEET 2 OF 2)

6 SUBSTRUCTURE REPAIRS (EMBANKMENT)

7 SUBSTRUCTURE REPAIRS (BENT 1)

8 SUBSTRUCTURE REPAIRS (BENT 2)

9 SUBSTRUCTURE REPAIRS (BENT 3)

10 SUBSTRUCTURE REPAIRS (BENT 4)

11 SUBSTRUCTURE REPAIRS (BENT 5)

12 SUBSTRUCTURE REPAIRS (BENT 6)

13 SUBSTRUCTURE REPAIRS (BENT 7)

14 SUBSTRUCTURE REPAIR DETAILS (SHEET 1 OF 2)

15 SUBSTRUCTURE REPAIR DETAILS (SHEET 2 OF 2)

16 BRIDGE TYPICAL SECTION

17 BEARING DETAILS

18 APPROACH SLAB PLAN

19 APPROACH SLAB DETAILS

20 TTC-00 (A)

21 TTC-00 (B)

22 TTC-00 (C)

23 TTC-00 (D)

24 TTC-16

FINAL PLANS

MAYOR OF SHREVEPORT

TOM ARCENEAUX

DISTRICT A

TABATHA TAYLOR

DISTRICT B

GARY BROOKS

DISTRICT C

JIM TALIAFERRO

DISTRICT D

GRAYSON BOUCHER

DISTRICT E

DR. ALAN JACKSON, JR.

DISTRICT F

JAMES GREEN

DISTRICT G

URSULA BOWMAN

PUBLIC WORKS DIRECTOR

JARVIS MORGAN

CITY ENGINEER

DAVID B. SMITH, P.E.

LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES, 2016 EDITION

CONTROLLING SPECIFICATIONS

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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C25003 06/12/2025

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SUMMARY OF PAY

QUANTITIES & NOTES

GENERAL NOTES

SCOPE OF WORK

THIS PROJECT CONSISTS OF THE REHABILITATION OF THE STONER AVENUE BRIDGE OVER LINE AVENUE. THE WORK

ELEMENTS INCLUDE BUT ARE NOT LIMITED TO:

(1) BRIDGE DECK OVERLAY

(2) SELECT BEARING REPLACEMENTS AND RESETTING OF BEAMS

(3) CLEANING AND PAINTING OF THE EXISTING GIRDERS, DIAPHRAGMS, DRAINS, AND REMAINING BEARINGS

(4) STRUCTURAL CONCRETE PATCHING ON SUBSTRUCTURE BENTS

(5) EPOXY CRACK INJECTION IN SUBSTRUCTURE ELEMENTS

(6) EROSION MITIGATION AND RESTORATION

(7) APPROACH SLAB REMOVAL AND REPLACEMENT

(8) VEGETATION CLEARING

(9) TRASH AND DEBRIS COLLECTION

(10) DRAINAGE SYSTEM RESTORATION

BRIDGE SAFETY

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE AREAS UNDER THE BRIDGES FROM

FALLING DEBRIS AND BE SOLELY RESPONSIBLE FOR SAFEGUARDING THESE AREAS.

THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF SHREVEPORT POLICE DEPARTMENT TO ENSURE THE SAFE AND TIMELY EVACUATION OF ANY HOMELESS ENCAMPMENTS LOCATED WITHIN THE PROPOSED LIMITS OF

CONSTRUCTION PRIOR TO THE BEGINNING OF WORK.

VERIFICATION OF EXISTING CONDITIONS

ALL DIMENSIONS OF THE EXISTING BRIDGE COMPONENTS SHOWN ON THE PLANS ARE APPROXIMATE UNLESS OTHERWISE NOTED ON THE PLANS. ALL DIMENSIONS ARE DETERMINED BASED UPON AS-BUILT PLANS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY OF SHREVEPORT. ANY DISCREPANCIES IN THE PLANS SHALL BE BROUGHT TO THE PROJECT ENGINEER'S ATTENTION FOR

RESOLUTION.

REINFORCING STEEL

UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, ALL REINFORCING STEEL SHALL BE EPOXY COATED.

NO WELDING OR TACK WELDING OF REINFORCING BARS WILL BE PERMITTED.

CONCRETE

EQUIP CONCRETE VIBRATORS WITH A SHEATH DESIGNED TO PREVENT DAMAGE TO REINFORCING STEEL EPOXY

COATINGS.

PAY ITEM NOTES

(1) REMOVAL OF BRIDGE BEARINGS

PAY ITEM CONSISTS OF THE REMOVAL OF SELECT BRIDGE BEARINGS AS SHOWN IN THE PLANS. SELECT

BEARINGS ARE LOCATED AT BENTS 1,2, AND 3.

(2) REMOVAL OF CONCRETE APPROACH SLAB

PAY ITEM CONSISTS OF REMOVING APPROACH SLAB NO.1. THERE ARE INDICATIONS THAT THE SUBGRADE BENEATH APPROACH SLAB NO.1 HAS ERODED OR IS UNSTABLE. UPON THE REMOVAL OF THE APPROACH SLAB THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR OBSERVATION PRIOR TO BACKFILL AND APPROACH

SLAB REPLACEMENT

REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A

MANNER APPROVED BY THE INSPECTOR.

(3) FLOWABLE FILL

FLOWABLE FILL SHALL BE PLACED BENEATH APPROACH SLAB NO.1 AND THE ABUTMENT TO BENT NO.1.

(4) CLASS 10-LB RIPRAP

ITEM CONSISTS OF RIP RAP TO BE PLACED IN AREAS AS DIRECTED BY THE INSPECTOR.

(5) CLEANING AND PAINTING

PAY ITEM CONSISTS OF CLEANING AND PAINTING REMAINING BEARINGS, GIRDERS, EXISTING BOLTS, FLOORBEAM

SUPPORT JUNCTIONS, AND ADJACENT STEEL MEMBERS.

(6) SEALED EXPANSION JOINT

ITEM CONSISTS OF THE SEALING OF THE EXPANSION JOINTS AT BENT NO. 1 ACCORDING TO THE

EXPANSION JOINT DETAIL SHOWN IN THE PLANS.

(7) NS POLYMER COMPOSITE MICRO-OVERLAY

ITEM CONSISTS OF THE PREPARATION AND PLACEMENT OF AN EPX50 OVERLAY SYSTEM (OR APPROVED EQUIVALENT) ACROSS THE ENTIRE BRIDGE DECK. ITEM SHALL INCLUDE ALL COSTS ASSOCIATED WITH

PREPARATION OF THE EXISTING DECK ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS.

CONFORM TO THE FOLLOWING:

· THE CONTRACTOR SHALL NOTIFY THE INSPECTOR IF ANY AREAS OF STEEL MAY NECESSITATE REPAIRS.

· USE TOP COAT COLOR THAT MATCHES THE EXISTING METALWORK TOP COAT COLOR.

(8) EXCAVATION AND EMBANKMENT

ITEM CONSISTS OF THE PREPARATION AND EXECUTION TO PERFORM EXCAVATION, REMOVAL, AND PROPER DISPOSAL OF UNSUITABLE MATERIALS WITHIN THE PROJECT LIMITS PERTAINING TO EARTHEN EMBANKMENT EROSION CHANNELS, CREVICES, AND VOIDS. ADDITIONALLY, ITEM CONSISTS OF THE SURFACE RE-GRADING TO THE ORIGINAL GROUND-LINE OF THE EMBANKMENT AND INSTALLATION OF THE PROJECT

SPECIFIED BERM. EXCAVATION LIMITS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE INSPECTOR

(9) STRUCTURAL CONCRETE PATCHING

REPAIR LOCATIONS ARE APPROXIMATE AND SHALL REQUIRE EXACT LOCATIONS TO BE

VERIFIED IN THE FIELD. PAYMENT SHALL ONLY BE FOR ACTUAL REPAIR QUANTITIES USED.

(10) EPOXY INJECTION

REPAIR LOCATIONS ARE APPROXIMATE AND SHALL REQUIRE EXACT LOCATIONS TO BE

VERIFIED IN THE FIELD. PAYMENT SHALL ONLY BE FOR ACTUAL REPAIR QUANTITIES USED.

(BR-1)

(BR-1): THE CONTRACTOR SHALL BE PAID BASED ON THE ACTUAL QUANTITY OF MATERIALS INSTALLED AND ACCEPTED.

SUMMARY OF PAY QUANTITIES

BRIDGE "A" - NBI# 040932300934481 STONER AVE. OVER LINE AVE.

ITEM DESCRIPTION UNIT QUANTITY

201-01-00200 Clearing and Grubbing (ACRE) 1.00

202-02-04021 Removal of Bridge Bearings (EACH) 28.00

202-02-06000 Removal of Concrete Approach Slabs (SQYD) 94.00

203-06-00100 Excavation and Embankment (LNFT) 180.00

203-08-00100 Geotextile Fabric (SQYD) 525.00

706-01-00100 Concrete Walk (4" Thick) (SF) 80.00

710-01-00102 Flowable Fill (Non-Excavation) (CUYD) 15.00

711-01-02000 Riprap (10 lb, 10" Thick) (SQYD) 518.00

713-01-00100 Temporary Signs and Barricades (LUMP) 1.00

713-02-02000 Plastic Pavement Striping (Solid Line)(4" Width)(Thermoplastic 90 Mil) (MILE) 1.00

713-03-02000 Plastic Pavement Striping (Broken Line)(4" Width)(Thermoplastic 90 Mil) (MILE) 1.00

713-04-01020 Temporary Pavement Markings (Solid Line)(4" W)(Type 1 Removeable) (MILE) 1.00

727-01-00100 Mobilization (LUMP) 1.00

740-01-00100 Construction Layout (LUMP) 1.00

811-01-00100 Cleaning and Painting (SF) 1.00

813-02-00100 HES Concrete Approach Slabs (Cast-in-Place) (SQFT) 840.00

814-02-00100 Elastomeric Bearing Pads (Reinforced) (SFIN) 44.00

814-03-00500 Bearing Assembly (EACH) 28.00

815-02-00500 Sealed Expansion Joint (LNFT) 52.00

815-03-00300 Joint Seal (Poured) (LNFT) 20.00

830-07-00100 Structural Concrete Patching (SQFT) 389.00

830-09-00100 Structure Jacking (LUMP) 1.00

830-10-00100 Epoxy Injection (LNFT) 14.00

NS-202-00004 Removal of Debris (Bridge Drainage System) (LUMP) 1.00

NS-DEV-00001 NS Polymer Composite Micro-Overlay (EPX50 System or Approved Equal) (SQYD) 1,867.00

NS-MNT-05000 One Cycle Litter and Trash Collection (EACH) 1.00

(11) CLEARING AND GRUBBING

THE LIMITS OF CLEARING AND GRUBBING SHALL INCLUDE THE REMOVAL OF VEGETATION AND

BRUSH SURROUNDING THE BRIDGE SITE, AS NECESSARY TO PROVIDE THE CONTRACTOR WITH

SUFFICIENT ACCESS TO PERFORM ALL REQUIRED WORK SAFELY AND EFFICIENTLY.

THE EXTENT OF CLEARING AND GRUBBING SHALL BE LIMITED TO 10 FEET BEYOND THE LIMITS

OF THE BRIDGE TO FACILITATE CONSTRUCTION OPERATIONS, STAGING, EQUIPMENT

MOVEMENT, AND MATERIAL STORAGE.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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C25003 6/12/2025

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OVERALL PLAN

SCALE: 1"=40'

NOTES:

1. CONTRACTOR SHALL CONSIDER ALL IMPLICATIONS IN

CONNECTIONS WITH THE ROAD CLOSURES, DRIVEWAY

CLOSURES, DETOURS, AND BUSINESS OPERATIONS.

2. CONTRACTOR MAY CLOSE ACCESS TO THE BRIDGE

DURING CONSTRUCTION, BUT MUST MAINTAIN ACCESS

TO ALL LOCAL DRIVEWAYS.

3. CONTRACTOR SHALL SUBMIT A WORK SCHEDULE

INCLUDING A SEQUENCE OF CONSTRUCTION FOR

APPROVAL PRIOR TO INITIAL CONSTRUCTION. THE

SEQUENCE OF CONSTRUCTION WILL BE FOR THE

ENTIRE PROJECT. IT SHALL ALSO INCLUDE THE

TRAFFIC CONTROL PLAN AND THE SCHEDULED

DETOUR ROUTE.

4. CONTRACTOR SHALL SUBMIT A CONSTRUCTION

SIGNAGE LAYOUT PLAN FOR THE WORK AREA.

REFERENCE LADOT CONSTRUCTION SIGNAGE DETAILS.

SIGNS AND BARRICADES ARE REQUIRED FOR THE

WORK AREA UNDER CONSTRUCTION, AS WELL AS THE

ENTIRE PROJECT AS NECESSARY.

5. THE CONTRACTOR MUST MAINTAIN LOCAL TRAFFIC

ALONG ALL STREETS AND ACROSS ALL

INTERSECTIONS, EXCEPT DURING SCHEDULED AND

APPROVED CLOSURES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE PLACEMENT OF SIGNS AND

BARRICADES AS REQUIRED UNTIL COMPLETION OF

CONSTRUCTION TO INSURE SAFE WORKING

CONDITIONS FOR ALL CONSTRUCTION PERSONNEL AS

WELL AS SAFE DRIVING CONDITIONS FOR THE

GENERAL PUBLIC. THE USE OF FLAGMEN SHALL BE

UTILIZED AT THE DISCRETION OF THE CONTRACTOR.

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH

ALL CURRENT REGULATIONS SPECIFIED BY THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

6. CONTRACTOR SHALL GIVE 7 CALENDAR DAYS NOTICE

TO EACH PROPERTY OWNER, ASSOCIATION, OR GROUP

PRIOR TO COMMENCEMENT OF CONSTRUCTION

ACTIVITIES VIA WRITTEN LETTER OR PUBLIC NOTICE

FOR EACH CONSTRUCTION PHASE.

BEGIN BRIDGE

STA. 18+00.00

END BRIDGE

STA. 21+80.00

E A

V E

. C L

STONER AVE. CL

E A

V E

. C L

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

B E

N T

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

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-8

18+00.00 19+00.00

PLAN

ELEVATION

SCALE: 1"=10'

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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1" = 10'-0"

C25003 6/12/2025

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GENERAL PLAN &

ELEVATION (SHEET 1 OF 2)

20+00.00

M A

T C

H L

C L

E A

V E

! STONER AVE.

1' -1

1 2

P A

R A

P E

1' -1

1 2

P A

R A

P E

1' -7

1 2

S H

L D

1 2

S D

W K

1' -0

40'-0"

SPAN 1

40'-0"

SPAN 2

55'-0"

SPAN 3

70'-0"

SPAN 4

BRIDGE LENGTH = 380'-0"

BEGIN BRIDGE

STA. 18+00.00

EXP.

EXP EXP. EXP EXP. FIX EXP.

20'-0"

APPROACH SLAB 1

BENT NO. 1 BENT NO. 2 BENT NO. 3 BENT NO. 4

EPX50 DECK OVERLAY

(OR APPROVED

EQUAL)

REPLACE

BEARINGS

BENT NO. 1 REPLACE

BEARINGS

BENT NO. 2

REPLACE

BEARINGS

BENT NO. 3

PREFORMED NEOPRENE JOINT

SEAL (SEALED EXPANSION JOINT)

REGRADE SLOPE AND

INSTALL RIPRAP

TO MEET EXST. GROUND

SEE SHEET (14)

SET SAWED & SEALED

LONGITUDINAL JOINT

APPROACH SLAB ONLY

(JOINT SEAL POURED)

BENT NO. 1 BENT NO. 2 BENT NO. 3 BENT NO. 4

EXISTING GROUND LINE

DO NOT DISTURB

S T

A . 1

EXISTING DECK DRAIN

RETAIN & CLEAN

EXISTING DECK DRAIN

RETAIN & CLEAN

APPROACH SLAB 1

TO BE REPLACED

GRADING SHALL PROVIDE A SMOOTH

TRANSITION TO EXISTING GROUND

BEGIN

APPROACH SLAB 1

STA. 17+80.00

PLASTIC PAVEMENT STRIPING

(BROKEN LINE)(4" WIDTH)

(WHITE)

PLASTIC PAVEMENT STRIPING

(SOLID LINE)(4" WIDTH)

(YELLOW)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

LEGEND

STRUCTURAL CONCRETE

PATCHING (MODERATE)

21+00.00

PLAN

ELEVATION

SCALE: 1"=10'

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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1" = 10'-0"

C25003 6/12/2025

MTH

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GENERAL PLAN &

ELEVATION (SHEET 2 OF 2)

20+00.00 22+00.00

M A

T C

H L

1.00 SY

0.10 SY 2.60 SY

0.80 SY

0.40 SY

! STONER AVE.

1' -1

1 2

P A

R A

P E

1' -1

1 2

P A

R A

P E

1' -7

1 2

S H

L D

1 2

S D

W K

-0

C L

E A

R R

O A

D W

A Y

70'-0" 55'-0"

SPAN 5

40'-0"

SPAN 6

40'-0"

SPAN 7

20'-0"

SPAN 8

20'-0"

SPAN 9SPAN

BRIDGE LENGTH = 380'-0"

END BRIDGE

STA. 21+80.00

FIX EXP.FIX EXP. FIX EXP.

FIX

BENT NO. 5 BENT NO. 6 BENT NO. 7 BENT NO. 8

BENT NO. 9

BENT NO. 10

PROVIDE EARLY STRENGTH CONCRETE BRIDGE DECK PATCHING IN

LOCATIONS SHOWN AND OTHER LOCATIONS AS DETERMINED BY

THE INSPECTOR.

EPX50 DECK OVERLAY

CLEAN DECK DRAINS

BENT NO. 5 BENT NO. 6 BENT NO. 7 BENT NO. 8 BENT NO. 9 BENT NO. 10

CLEAN DECK DRAINS

REGRADE TO ORIGINAL GROUND LINE

AND INSTALL BERM.

SEE SHEET (6)

BERM GROUND LINE

20'-0"

APPROACH SLAB 2

END APPROACH SLAB 2

STA. 22+00.00

END APPROACH SLAB 2

STA. 22+00.00

PLASTIC PAVEMENT STRIPING

(BROKEN LINE)(4" WIDTH)

(WHITE)

PLASTIC PAVEMENT STRIPING

(SOLID LINE)(4" WIDTH)

(YELLOW)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

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-8

℄BENT 6 ℄BENT 7 ℄BENT 8 ℄BENT 9 ℄BENT 10 ℄BENT 11

OUTER LIMIT OF

BERM DITCH

℄BENT 5

28'-41 2"

INNER LIMIT OF

BERM DITCH

MINIMUM EXTENT OF

BERM BETWEEN

BENT 7 AND BENT 8.

INSTALL BERM BEYOND

MINIMUM, AS

ACCESSIBLE

BEGIN RIPRAP

1 2

LIMITS OF

BERM

REMOVE EXISTING

ABANDONED

UTILITY PIPE

(APPROX LOC.)

EXISTING RETAINING WALL

LEGEND

BERM RIPRAP

BERM SELECT EMBANKMENT

FILL

2'-0"

1' -0

CLASS 10-POUND

RIPRAP

NON-WOVEN

GEOTEXTILE

FABRIC

1' -0

ORIGINAL GROUND LINE

2'-0"

12'-41 2"

BRIDGE WIDTH

49'-6"

FILTER FABRIC

KEY

FILTER FABRIC

KEY

2'-0" 6"

" FILL

CL BRIDGE

23'-101 2"

60'-0"

:\4 s\

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\C -P

-G

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CHECKED BY:

DRAWN BY:

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ISSUED:

SCALE:

N O

C R

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1" = 10'-0"

C25003 6/12/2025

MTH

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SUBSTRUCTURE REAPIRS

(EMBANKMENT)

M A

T C

H L

PLAN

SCALE: 1"=10'

SECTION A-A: BERM DETAIL

SCALE: 38" = 1'

NOTE:

EXISTING GROUND LINE ALONG THE EMBANKMENT SHALL BE

REGRADED TO MATCH THE ORIGINAL GROUND LINE.

NOTE: THE INTENT OF THE BERM AND THE LINED

DRAINAGE CHANNEL IS TO DIVERT WATER AWAY

FROM THE BRIDGE AND MITIGATE THE CURRENT

EROSION CONDITIONS

NOTES:

(1): THE BERM FILL ALONG THE BRIDGE EMBNAKMENT SHALL

CONSIST OF AN ESTIMATED TOTAL VOLUME OF 152 CUBIC

YARDS.

(2): BERM SELECT EMBANKMENT FILL SHALL BE COMPACTED

TO 90% OF SPD.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

REFER TO SHEET 15 FOR SUBSTRUCTURE REPAIR DETAILS.

APPLY CORROSION INHIBITOR TO REPAIR AREAS AS

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

5 TO 10-POUND RIPRAP

PLAN

ELEVATION

SOUTH WINGWALL NORTH WINGWALL

BENT NO. 1

6.20 SF 6.20 SF

NOTE:

VOID AREA BENEATH THE SEAT OF BENT

REGRADED TO CAUSE WATER TO DRAIN

AWAY FROM BENT NO. 1. CONTRACTOR

SHALL FULLY INFORM THEMSELVES OF

THE SITE CONDITIONS. FOLLOWING

GRADING RIP RAP SHALL BE PLACED AS

DETAILED IN THE PLANS.

NOTE:

THE CONTRACTOR SHALL INSTALL 5 TO 10-POUND RIPRAP IN

THE AREAS BETWEEN BENT 1 AND BENT 2. RIPRAP SHALL BE

PLACED AT A 3:1 SLOPE AND TIED INTO THE EXISTING GRADE

TO PROVIDE PROPER STABILIZATION AND DRAINAGE.

PLACEMENT SHALL ENSURE FULL COVERAGE AND

INTERLOCKING OF MATERIALS TO PREVENT DISPLACEMENT.

SEE RIPRAP INSTALLATION DETAIL (B012).

5 TO 10-POUND RIPRAP

SEE RIPRAP INSTALLATION

DETAIL (B012)

ABUTMENT SEAT BEAM SEAT

ABUTMENT BACKWALL

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

:\4 s\

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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3/8" = 1'-0"

C25003 6/12/2025

MTH

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SUBSTRUCTURE REPAIRS

(BENT 1)

BENT 1 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 13.00

Geotextile Fabric (SQYD) 209.00

Riprap (10 lb, 10" Thick) (SQYD) 204.00

1 FOR INFORMATIONAL PURPOSES ONLY.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 2

10.40 SF

1.05 SF

8.71 SF

:\4 s\

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

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D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 2)

BENT 2 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 21.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

ISSUED: 6/12/2025

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 3

9.17 SF

3.04 SF3.78 SF

18.21 SF

5.55 SF6.73 SF

8.75 SF

1.90 LF

:\4 s\

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

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D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 3)

BENT 3 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 56.00

Epoxy Injection (LNFT) 2.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 4

13.05 SF

24.26 SF

13.67 SF

24.65 SF

1.40 LF

:\4 s\

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\s ub st ru ct ur e R ep ai rs .d w g

J un e

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

R T

D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 4)

BENT 4 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 76.00

Epoxy Injection (LNFT) 2.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 5

5.50 SF

12.06 SF

17.92 SF 5.16 SF

5.16 SF

3.37 SF

4.07 SF

8.71 SF

3.05 SF

38.40

13.03 SF 18.88 SF

17.92 SF

3.88 SF

4.42 SF

2.20 LF

2.40 LF

2.20 LF 2.50 LF

:\4 s\

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

R T

D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 5)

BENT 5 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 167.00

Epoxy Injection (LNFT) 10.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 6

5.16 SF 4.22 SF

18.67 SF

17.92 SF

6.67 SF

:\4 s\

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\s ub st ru ct ur e R ep ai rs .d w g

J un e

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

R T

D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 6)

BENT 6 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 52.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

DESCRIBED IN GENERAL NOTES.

LEGEND

STRUCTURAL CONCRETE PATCH

(MODERATE)

STRUCTURAL CONCRETE PATCH

(SEVERE)

EPOXY INJECTION

TOP PLAN

WEST ELEVATION

BOTTOM PLAN

EAST ELEVATION

NORTH SIDE SOUTH SIDE

BENT NO. 7

2.76 SF

:\4 s\

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

SCALE:

N O

C R

O N

1" = 5'-0"

C25003

MTH

KWP

. B R

Y O

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D O

, L O

SUBSTRUCTURE REPAIRS

(BENT 7)

BENT 7 REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Structural Concrete Patching (SQFT) 3.00

1 FOR INFORMATIONAL PURPOSES ONLY.

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

3'-0"

BENT

CLASS 10-POUND

RIPRAP

BRIDGE

SEAT

B A

C K

W A

L L

5'-0"

3'-0"

MIN.

"1'-0" COVER

FROM BOTTOM

OF BRIDGE SEAT

(MINIMUM)

BENT NO. 1 RIP RAP INSTALLATION DETAIL

GEOTEXTILE FABRIC

GRADED EMBANKMENT

BEAM SEAT

NOTE:

REPAIR LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL REPAIR

LOCATIONS SHOULD BE DETERMINED IN THE FIELD BY THE

CONTRACTOR AND SUBMITTED TO THE INSPECTOR FOR APPROVAL.

:\4 s\

R U

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D \S he et s\ br id ge

\s ub st ru ct ur e R ep ai rs .d w g

J un e

, 2

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SHEET TITLE

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

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3/8" = 1'-0"

C25003 06/12/2025

MTH

KWP

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D O

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TIE INTO & MATCH

EXISTING GRADE

SUBSTRUCTURE REPAIR

DETAILS (SHEET 1 OF 2)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

EPOXY INJECTION REPAIR

CLEAN SURFACES ADJACENT TO CRACKS OF

EFFLORESCENCE, DETERIORATED CONCRETE,

AND OTHER SURFACE DEBRIS

CLEAN INTERIOR SURFACES OF

CRACKS WITH COMPRESSED AIR

ATTACH INJECTION PORTS AND INJECT THE EPOXY IN

ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS AND CONSTRUCTION SPECIFICATIONS

UPON COMPLETION CLEAN CONCRETE

SURFACES OF EXCESS EPOXY MATERIALS

(EPOXY INJECTION)

PARTIAL DEPTH MODERATE STRUCTURAL CONCRETE PATCHING

1 2

REMOVE UNSOUND CONCRETE

USING HAND TOOLS

REPLACE WITH MODIFIED

CONCRETE ALLOWED BY SECTION

522.04.D(1) OF THE SPECIFICATIONS

USE A TROWEL OR BRUSH TO PRODUCE A FINISHED

SURAFACE TEXTURE OF THE REPAIRED CONCRETE THAT

IS SIMILAR TO THE ADJACENT EXISTING CONCRETE

PARTIAL DEPTH SEVERE STRUCTURAL CONCRETE

PATCHING

REMOVE UNSOUND AND SOUND CONCRETE AS

NECESSARY TO PROVIDE AT LEAST 1" CLEARANCE

AROUND EXPOSED REINFORCING BARS

APPLY A BONDING AGENT TO THE NEWLY EXPOSED

CONCRETE SURFACES IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS

NEW REINFORCING

STEEL BAR

LAP SPLICE

MECHANICAL SPLICE

DETERIORATED REINFORCING BAR

REPLACE THE DETERIORATED PORTION WITH

REINFORCING BAR OF THE SAME SIZE AND

TYPE AS THE EXISTING BAR.

MECHANICAL SPLICE

CONCRETE

REPAIR EXTENTS

EXISTING REINFORCING

STEEL BARS

REPLACE WITH CONCRETE MORTAR ALLOWED BY

SECTION 830.04.1 OF THE STANDARD SPECIFICATIONS

SUBSTRUCTURE REPAIR NOTES

A. GENERAL

1. ALL REPAIRS SHOWN ON THE SHEETS SHOWN BELOW ARE INTENDED TO DESCRIBE

LOCATIONS OF NEEDED REPAIRS. REPAIRS ARE NOT LIMITED TO THE DESIGNATED

AREAS SHOWN. THE SPECIFIC REPAIR LOCATIONS AND CLASSIFICATIONS SHALL BE

DETERMINED BY THE CONTRACTOR FOR APPROVAL BY THE INSPECTOR.

2. LOCATIONS REQUIRING EPOXY RESIN INJECTION OR MODERATE OR SEVERE PATCHING

REPAIRS SHOWN ON THE DRAWINGS SHALL BE CONFIRMED OR MODIFIED IN THE FIELD.

A MODIFIED OR THE ORIGINAL LAYOUT, ACCOMPANIED BY A SEQUENCE OF REPAIR

SCHEDULE, SHALL BE SUBMITTED TO THE INSPECTOR FOR APPROVAL BEFORE REPAIR

WORK BEGINS. PAYMENT WILL ONLY BE MADE FOR THE ACTUAL REPAIR QUANTITIES

USED.

3. SUBSTRUCTURE REPAIRS SHALL CONSIST OF REMOVING ALL UNSATISFACTORY

CONCRETE SPECIFICALLY DESCRIBED AS FOLLOWS: ANY LOOSE, DELAMINATED,

UNSOUND, SEVERELY SPALLED, CRACKED OR DETERIORATED CONCRETE FROM THE

EXISTING SUBSTRUCTURE AND REPLACING WITH PATCHING MATERIAL. ALL REMOVED

MATERIAL SHALL BE PROPERLY DISPOSED OF OFF SITE. REBOND CRACKS WITH AN

EPOXY RESIN SYSTEM.

B. CONSTRUCTION PROCEDURES

1. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING DAMAGED REBAR DURING

CONCRETE REMOVAL FOR SUBSTRUCTURE REPAIRS.

2. THE SUBSTRUCTURE SHALL BE CLEANED AND FREE OF ALL DEBRIS. ALL VEGETATION

SHALL BE REMOVED.

3. REMOVAL OF UNSATISFACTORY MATERIAL:

SAW CUT AROUND ALL DAMAGED AREAS FOR MODERATE AND SEVERE REPAIRS.

EXERCISE CAUTION DURING THE SAW CUTTING PROCEDURE. ANY REINFORCEMENT

DAMAGED DUE TO SAW CUTTING SHALL BE REPAIRED AT THE EXPENSE OF THE

CONTRACTOR TO THE SATISFACTION OF THE ENGINEER. THE EXISTING REINFORCING

STEEL SHOWN ON THIS SHEET IS FOR GENERAL INFORMATION ONLY. REMOVE ALL

UNSATISFACTORY MATERIAL TO A MINIMUM OF 1 1

2" BEHIND THE EXTERIOR

REINFORCING STEEL, OR TO SOUND CONCRETE AS DETERMINED BY THE ENGINEER.

CLEAN THE REINFORCING STEEL BY SANDBLASTING AND SUPPLEMENT WITH A

REINFORCING BAR OF EQUAL SIZE AND TYPE.

4. SURFACE PREPARATION FOR PATCHING MATERIAL:

AFTER REMOVING UNSOUND CONCRETE, BLAST CLEAR THE NEWLY EXPOSED

SURFACES. PREPARE THE CLEANED SURFACES AND COMPLETE THE REPAIR IN

ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

5. APPLY A MORTAR FINISH, SIMILAR IN COLOR AND TEXTURE TO THE SURROUNDING

AREAS, TO ALL MODERATE AND SEVERE REPAIR AREAS. COSTS TO BE INCLUDED IN

THE PRICES BID.

6. THE INSPECTOR SHALL ADVISE ON THE EXTENT AND METHOD OF STRUCTURAL REPAIR

USING STRUCTURAL CONCRETE PATCHING AS REQUIRED TO ADDRESS DEFICIENCIES

IDENTIFIED IN THE FIELD. PATCHING MATERIAL AND APPLICATION SHALL CONFORM TO

PROJECT SPECIFICATIONS.

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SUBSTRUCTURE REPAIR

DETAILS (SHEET 2 OF 2)

EPOXY RESIN INJECTION:

SHALL BE UTILIZED ON THE SUBSTRUCTURE AND CONSISTS OF THE FOLLOWING:

THE STRUCTURAL REBONDING OF MINOR TO MAJOR CONCRETE CRACKS AND RESTORING THE

STRUCTURAL INTEGRITY OF AFFECTED ELEMENTS BY INJECTING THE CRACKS WITH AN EPOXY RESIN

SYSTEM.

MODERATE SUBSTRUCTURE REPAIR:

SHALL BE UTILIZED ON ELEMENTS EXHIBITING MINOR SURFACE SCALING, CRACKING, AND OR

WEATHERING WHERE BOND BETWEEN THE CONCRETE AND REINFORCING STEEL HAS NOT BEEN

DESTROYED, AND CONSISTS OF THE FOLLOWING:

REMOVING UNSOUND CONCRETE TO A DEPTH OF AT LEAST 1/2", PREPARING THE SURFACE AND

REPLACING WITH PATCHING MATERIAL ACCORDING TO THE PROCEDURES DESCRIBED.

SEVERE SUBSTRUCTURE REPAIR:

SHALL BE UTILIZED ON ELEMENTS CONTAINING UNSATISFACTORY CONCRETE, WHERE BOND

BETWEEN THE CONCRETE AND REINFORCING STEEL HAS BEEN DESTROYED, AND CONSISTS OF THE

FOLLOWING:

REMOVING UNSOUND CONCRETE TO A DEPTH OF AT LEAST 1/2" BEHIND THE REINFORCING STEEL, PREPARING THE SURFACE AND REINFORCING STEEL, AND REPLACING WITH PATCHING MATERIAL ACCORDING TO THE PROCEDURES DESCRIBED ABOVE, AND PER SECTION 830.04.1 OF THE STANDARD

SPECIFICATIONS.

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"4'-9" 2'-9"

42'-0"

CLEAR ROADWAY

3'-71 2"1'-11

2" 1'-11 2"1'-71

21'-0"

LANE

21'-0"

LANE

49'-6"

OUT TO OUT

APPLY A EPX50 (OR APPROVED EQUAL)

BRIDGE OVERLAY ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS

OVER ENTIRE DECK SURFACE.

TYPICAL CROSS SECTION

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BRIDGE TYPICAL SECTION

SUPERSTRUCTURE REHABILITATION QUANTITIES

DESCRIPTION UNIT QUANTITY

Removal of Bridge Bearings (EACH) 28.00

Cleaning and Painting (SF) 1.00

Elastomeric Bearing Pads (Reinforced) (SFIN) 44.00

Bearing Assembly (EACH) 28.00

Structure Jacking (LUMP) 1.00

NS Polymer Composite Micro-Overlay (EPX50 System or Approved Equal) (SQYD) 1,867.00

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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ANCHOR {

! BEARINGEND OF BEAM

ELEVATION VIEW SIDE VIEW

FIXED BEARING PLAN

! BEAM

EXPANSION BEARING PLAN

5 8

1'-3"

ELASTOMERIC BEARING PAD

2"x6"x15"

2" ¸ ANCHOR BOLTS

SET 1'-3" MINIMUM INTO CONCRETE

1 2

2'-3"

8" ¸ HOLE

8" ¸ X 6 1

2" SLOT

ANCHOR {

EXST. ANCHOR BOLT HOLE

EXST ANCHOR

BOLT HOLE

1'-6"

9" 9"

2" 41

4" 21

3 4

1 2

4" 21

2'-3"

11 2

1 2

1 4

1'-5"

R 1" R

5" 5"

1 4

R1"R1"

1 2

1 8

ANCHOR BOLT DETAILS

1'-1158"

BOLT LENGTH

11 2

1'-3" EMBEDMENT

MIN.

2" 51

NOTES:

REMOVE EXISTING BEARING ASSEMBLY AND CUT EXISTING ANCHOR BOLTS FLUSH WITH BEARING

SURFACE.

TO INSTALL ANCHOR BOLTS INTO EXISTING CONCRETE, DRILL INTO EXISTING CONCRETE TO THE

DEPTH SPECIFIED. SECURE ANCHOR BOLTS WITH LADOTD APPROVED EPOXY AND ACCORDING TO

THE MANUFACTURER'S SPECIFICATIONS.

THE EXACT LOCATIONS OF THE NEW ANCHOR BOLTS AT ANY GIVEN PEDESTAL ARE CONSTRAINED

BY THE FOLLOWING FACTORS:

· LOCATION OF THE EXISTING REINFORCING IN THE PEDESTALS OF THE BENT CAP

· LOCATION OF THE EXISTING ANCHOR BOLTS

· RELATIVE LOCATIONS AND ASSOCIATED CLEARANCE CONSTRAINTS OF THE BEAM,

DIAPHRAGMS, AND EDGES OF PEDESTALS AND ANCHOR PLATES

· DRILLING EQUIPMENT AND METHODS AVAILABLE TO THE CONTRACTOR

THE PLANS SHOW ONE OPTION FOR ANCHOR PLATE PLAN GEOMETRY AND ANCHOR BOLT

LOCATIONS BASED ON THE BRIDGE COMPONENT GEOMETRY DEFINED IN THE EXISTING PLANS. A MINIMUM OF 1" OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE EDGES OF THE ANCHOR PLATE

AND/OR ANCHOR BOLT HOLE OR EXPANSION SLOT.

THE CONTRACTOR SHALL FIELD VERIFY THE FEASIBILITY OF INSTALLING ANCHOR BOLTS WITHIN THE FOOTPRINT OF THE ANCHOR PLATES SHOWN IN THE PLANS WITH DUE CONSIDERATION OF THE FACTORS LISTED ABOVE. ANY DEVIATION FROM THE PLANS WILL REQUIRE THE APPROVAL OF THE

ENGINEER.

8" HOLES ARE TO BE PROVIDED IN THE ANCHOR PLATES AT FIXED BEARING LOCATIONS. 17

8" x 61 2"

EXPANSION SLOTS ARE TO BE PROVIDED IN THE ANCHOR PLATES AT EXPANSION BEARING

LOCATIONS. EXPANSION SLOTS ARE TO BE ORIENTED IN LINE WITH THE BEAM. AT TIME OF

INSTALLATION ANCHOR BOLTS SHALL BE LOCATED IN THE CENTER OF THE EXPANSION SLOTS.

PROVIDE STRUCTURAL STEEL FOR ANCHOR PLATES, AND CONTINUOUSLY THREADED ANCHOR

BOLTS SHALL CONFORM TO AASHTO M 270 (ASTM A 709), GRADE 50W, WEATHERING STEEL

(CHARPY V-NOTCH TESTING NOT REQUIRED). HEX NUTS SHALL CONFORM TO AASHTO M 291 (ASTM

A 563). WASHERS SHALL CONFORM TO AASHTO M 293 (ASTM F 436), TYPE 3. ANCHOR BOLT

ASSEMBLIES SHALL BE GALVANIZED.

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BEARING DETAILS

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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20'-0" 20'-0"

-6

P H

A S

-6

P H

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-6

P H

A S

-6

P H

A S

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U T

APPROACH SLAB (TOP) APPROACH SLAB (BOTTOM)

APPROACH SLAB NO.1

16 - 401 #4 @ 1'-3"

20 - 403 #4 @ 12"

2 - 801 #8 (TOP)

4 - 1002 #10 (BOTTOM)

20 - 403 #4 @ 12"

2 - 801 #8 (TOP)

4 - 1002 #10 (BOTTOM)

40 - 802 #8 @ 6"

40 - 802 #8 @ 6" 40 - 802 #8 @ 6"

1 - 402 #4 (TOP)

2 - 406 #4 (BOTTOM)

1 - 402 #4 (TOP) 2 - 406 #4 (BOTTOM)

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APPROACH SLAB PLAN

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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-8

1 2

FIELD-INJECTED SILICONE SEALANT

BANDS (SEE DETAIL A)

FACTORY-APPLIED

AND CURED SILICONE

BELLOWS FACINGEPOXY ADHESIVE

FOR JOINT FACES

MODIFIED ACRYLIC

IMPREGNATED FOAM

FIELD-APPLIED SILICONE CORNER BEADS

AND SILICONE BAND FORCED 34" DOWN

SIDE OF PREFORMED SILICONE FOAM

SEAL AS SHOWN -- BOTH SIDES

APPROACH

SLAB

ROADWAY PANEL

SAW-CUT EDGE OF

EXISTING ROADWAY

PANEL AND CLEAR

SURFACE

PREFORMED NEOPRENE JOINT SEAL

2 - 401 #4 (TYP)

402 #4 (TYP)

406 #4

801 #8

802 #8

403 #4 (TYP)

1002 #10 (TYP)

801 #8 (TYP)

SECTION THRU APPROACH SLAB

SAWED AND SEALED

LONGITUDINAL JOINT

(SEE DETAIL A)

BACKFILL VOIDS BENEATH THE APPROACH SLAB

WITH A FLOWABLE FILL.

PARABOLIC CROWN

TO MATCH ROADWAY

1' -6

-0

3'-0" SIDEWALK

1'-0"

1'-6"

1' -1

BAR BEND DETAILS

401 #4 x 2'-7" 403 #4 x 2'-2"

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APPROACH SLAB DETAILS

APPROACH SLAB NO. 1 BARLIST

(EPOXY COATED REINFORCING BARS)

MARK NO. SIZE FORM LENGTH VARIANCE

401 64 # 4 BNT. 2' - 7"

402 2 # 4 STR. 19' - 8"

403 40 # 4 BNT. 2' - 2"

406 4 # 4 STR. 19' - 8"

801 168 # 8 STR. 19' - 8"

802 120 # 8 STR. 31' - 2" AVG. 20' - 8" TO 41' - 8"

1002 8 # 10 STR. 19' - 8"

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

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TTC-00 (A)

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-8

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

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TTC-00 (B)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

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TTC-00 (C)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

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TTC-00 (D)

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

) 6

-8

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TTC-16

KEVAN PARKER, P.E. 0050323

P.E. NO.

DATE

NAME

6/12/2025

TBPELS ENGINEERING FIRM #312

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

KEVAN PARKER

P.E. # 0050323 ON 6/12/2025.

ALTERATION OF A SEALED DOCUMENT

WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS PROHIBITED

UNDER THE LAWS AND REGULATIONS OF

THE STATE OF LOUISIANA.

THE RECORD COPY OF THIS DRAWING IS

ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES INC.

201 DAVID L. BORED BLVD., SUITE 280

NORMAN, OK 73072

. B O

O R

, O K

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-8

Sheets and Views

1 TITLE SHEET

2 SUMMARY OF PAY QUANTITIES & NOTES

3 OVERALL PLAN

4 GENERAL PLAN & ELEVATION (SHEET 1 OF 2)

5 GENERAL PLAN & ELEVATION (SHEET 2 OF 2)

6 SUBSTRUCTURE REAPIRS (EMBANKMENT)

7 SUBSTRUCTURE REPAIRS (BENT 1)

8 SUBSTRUCTURE REPAIRS (BENT 2)

9 SUBSTRUCTURE REPAIRS (BENT 3)

10 SUBSTRUCTURE REPAIRS (BENT 4)

11 SUBSTRUCTURE REPAIRS (BENT 5)

12 SUBSTRUCTURE REPAIRS (BENT 6)

13 SUBSTRUCTURE REPAIRS (BENT 7)

14 SUBSTRUCTURE REPAIR DETAILS (SHEET 1 OF 2)

15 SUBSTRUCTURE REPAIR DETAILS (SHEET 2 OF 2)

16 BRIDGE TYPICAL SECTION

17 BEARING DETAILS

Contact Angle

18 APPROACH SLAB PLAN

19 APPROACH SLAB DETAILS

20 TTC-00 (A)

21 TTC-00 (B)

22 TTC-00 (C)

23 TTC-00 (D)

24 TTC-16

One Cycle Litter and Trash Collection Spec

Polymer_Composite_Micro_Overlay_Spec

Removal_of_Debris_Bridge_Drainage_System_Spec

WPA-35 100% OPCC 2025-06-12

File details come from the government source that posted it. Updated Jul 31, 2025.