BRIDGE REHABILITATION PROJECT AB02 SUMMARY OF BRIDGE … · existing bridge "a" ; nbi no. 18725 ; location no. 5505 0148 xr v t³ t (dhv) t (aadt) d k (dhv/adt) adt 2050 adt 2020

SHEETS

TOTALSHEETFISCAL

YEARJ/P PROJ NOSTATE

FED ROAD

DIST NO

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THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.

2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GOVERN, APPROVED BY

X

+2%-2%

PRES. R/W

R/W

R/WRIGHT-OF-WAY FENCE

CONTROLLED ACCESS

RIGHT-OF-WAY LINES - NEW

RIGHT-OF-WAY LINES - EXISTING

DRAINAGE STRUCTURES - NEW

DRAINAGE STRUCTURES - IN PLACE

OILWELL

BUILDINGS

TELEPHONE & TELEGRAPH

POWER LINES

GRADE LINES

BASE LINE

EXISTING ROADS

FENCES

GROUND LINE

SECTION LINES

QUARTER SECTION LINES

RANGE & TOWNSHIP

RAILROADS

PROPOSED ROAD

CONVENTIONAL SYMBOLS

1''

1'' = 50'

SCALES

PLAN

PROFILE HOR.

VER.

LAYOUT MAP 1'' = 1/2 MILE

1'' = 50'

1'' = 5'

DESIGN DATA

STATE OF OKLAHOMA

DEPARTMENT OF TRANSPORTATION



OKLAHOMA

FEDERAL HIGHWAY ADMINISTRATION

DATE APPROVED

BYBY

DATE APPROVED

CHIEF ENGINEER DIVISION ADMINISTRATOR

SHEET NO.

SWO PROJECT NO.

PREPARED BY:

EXPIRES: 6/30/21

13439 BROADWAY EXT | SUITE 101 | OKLAHOMA CITY, OK 73114

P 405.748.6651 | F 405.748.6641

CERTIFICATE OF AUTHORITY: CA 6131

0001

LOCATION MAP

EXISTING BRIDGE "A" ; NBI NO. 18725 ; LOCATION NO. 5505 0148 XR

V

T³

T (DHV)

T (AADT)

D

K (DHV/ADT)

ADT 2050

ADT 2020

CONTROL SECTION NO. 152-55-52

PLAN OF PROPOSED

OKLAHOMA COUNTY

STATE HIGHWAY 152 OVER INTERSTATE 44

BRIDGE REHABILITATION PROJECT

STATE HIGHWAY

COUNTY

OKLAHOMA STATE JOB NO. 33747(04)

= 60 MPH

= 5%

= 8%

= 10%

= ONE-WAY RAMP

= 11%

= 21,300

= 13,400

PROJECT NO. SBR-4400(074)SB

SBR-4400(074)SB

RESPONSIBLE FOR SHEET NOS. AT01, T001-T004

OKLA. REG. NO. 27055

JEFFREY S. DREES, P.E.

RESPONSIBLE FOR SHEET NOS. 0001, AB01-AB02, AR01, B001-B012

OKLA. REG. NO. 25858

EVAN READ LUDWIG, P.E.

DRAWINGS WILL BE NEEDED:

THE FOLLOWING STANDARD

INDEX OF SHEETS

BRIDGETRAFFIC CONTROLTRAFFIC

SSA1-1-00

SSP1-1-02

GMS2-1-00

GMS1-1-00

SBS2-1-00

PM3-1-02

BRIDGE LENGTH = 135.80'

BRIDGE NBI 18725

BRIDGE 'A'

NS304

NS305

NS303

EW109

EW110

EW111

NS306

EW108

EW112

R4W

T11

N

HP1-2-01E

NS302

TCS25-1-00

TCS24-1-02

TCS20-1-00

TCS19-1-01

TCS18-1-01

TCS17-1-00

TCS14-1-00

TCS13-1-00

TCS11-1-01

ROADWAY

LECS-4-2

TCS10-1-00

TCS9-1-01

TCS8-1-00

TCS7-1-02

TCS6-1-02

TCS5-1-00

TCS4-1-01

TCS3-1-01

TCS2-1-00

TCS1-1-01EJ-SK-04E

EJ-DTL-02E

T001-T004

B012

B011

B008-B010

B007

B002-B006

B001

AT01

AR01

AE01

AB02

AB01

0001

RE

GIS

TE

RED

PROF

E

OKLA

SSIONA

L E

NGIN

EER

HOMA

LUDWIG

EVAN READ

25858

RE

GIS

TE

RED

PROF

E

OKLA

SSIONA

L E

NGIN

EER

HOMA

27055

DREES

JEFFREY S.

SUGGESTED TRAFFIC CONTROL DETAILS

DRAINS AT END OF BRIDGE

SLOPE WALL DETAILS

SUPERSTRUCTURE DETAILS

PIER DETAILS

ABUTMENT DETAILS

GENERAL PLAN AND ELEVATION

SUMMARY OF PAY ITEMS & NOTES (TRAFFIC)

SUMMARY OF PAY ITEMS & NOTES (ROADWAY)

ENVIRONMENTAL NOTES

SUMMARY OF BRIDGE PAY QUANTITIES

GENERAL NOTES - BRIDGE

TITLE

Evan Read Ludwig 2/26/2020

Jeffrey S Drees 2/26/2020

NO

SHEETFISCAL


DIST NO

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SHEETS

TOTAL

State Job No. Sheet No.

Checked

Drawn

Design

Approved

Squad 33747(04)

OKLAHOMA COUNTYSH-152 W-N RAMP OVER I-44 RAMP

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SPECIFICATIONS -

DESCRIPTION OF WORK -

CONSTRUCTION, EXCEPT AS MODIFIED BY THE PLANS AND SPECIAL PROVISIONS.

COMPLY WITH THE REQUIREMENTS OF THE 2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY

VERIFICATION OF EXISTING CONDITIONS -

EXPENSE, TO THE SATISFACTION OF THE ENGINEER.

STRUCTURE OR ROADWAY DUE TO THE CONTRACTOR'S NEGLIGENCE WILL BE REPAIRED, AT THE CONTRACTOR'S

TO PREVENT DAMAGE TO THE EXISTING BRIDGE AND ATTACHMENTS. ANY DAMAGE TO THE EXISTING BRIDGE

USE METHODS CONSISTENT WITH GOOD CONSTRUCTION PRACTICE AND TAKE ALL NECESSARY PRECAUTIONS

THE NEW MATERIAL AND WILL BE SOLELY RESPONSIBLE FOR THE ACCURACY THEREOF.

APPROXIMATE. THE CONTRACTOR WILL VERIFY ALL DIMENSIONS AND ELEVATIONS NECESSARY TO CONNECT

ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING BRIDGE COMPONENTS SHOWN ON THE PLANS ARE

UNDER WHICH THE WORK WILL BE PERFORMED.

THE CONTRACTOR IS RESPONSIBLE FOR FULLY UNDERSTANDING THE NATURE OF THE WORK AND CONDITIONS

EXISTING PLANS -

DEBRIS REMOVAL -

WATER REPELLENT TREATMENT -

IN THE PLANS.

APPLY WATER REPELLENT TREATMENT TO THE BRIDGE IN A MANNER CONSISTENT WITH THE DETAILS SHOWN

STRUCTURAL STEEL -

TOP OF PEDESTAL

TOP OF PIER CAP

6"

STRAIGHT EDGE.

PROVIDE A CLEAN

CAP AND LEVEL TO

BELOW TOP OF PIER

OF PIER CAPS AT 6"

MASK SIDES AND ENDS

1'-0

"


AB01

GENERAL NOTES

PIERSABUTMENTS

ANCHORAGE INTO EXISTING CONCRETE -

REMOVE AND DISPOSE OF THE DEBRIS IN OTHER ITEMS OF WORK.

REMOVE ALL DEBRIS FROM THE DECK SLAB, PIER CAPS, AND ABUTMENT SEATS. INCLUDE ALL COSTS TO

BE INCLUDED IN OTHER ITEMS OF WORK.

DRILL HOLES, ANCHORING INTO THE EXISTING CONCRETE, MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS WILL

PLANS INCLUDING THE COST OF LOCATING EXISTING CONCRETE REINFORCING STEEL, DRILLING, REPAIRING FLAWED

ALL COST TO ANCHOR THE NEW ANCHOR BOLTS INTO THE EXISTING BRIDGE AS SPECIFIED OR AS SHOWN IN THE

CONCRETE REINFORCING STEEL AND WILL BE APPROVED BY THE ENGINEER.

FROM THE PLAN LOCATIONS SHOWN WILL BE THE MINIMUM AMOUNT NECESSARY TO AVOID CUTTING THE EXISTING

CLEAR THE EXISTING REINFORCING STEEL. ANY ADJUSTMENT IN THE LOCATIONS OF THE NEW ANCHOR BOLTS

THE DRILLING WILL CEASE AND THEN THE HOLE WILL BE GROUTED. THE HOLE WILL THEN BE RELOCATED TO

METHODS APPROVED BY THE ENGINEER. IF EXISTING REINFORCING STEEL IS ENCOUNTERED DURING DRILLING,

AND MARK THE EXISTING CONCRETE REINFORCING STEEL WITH NONDESTRUCTIVE TOOLS, EQUIPMENT AND

CUTTING THE EXISTING CONCRETE REINFORCING STEEL. PRIOR TO DRILLING, THE CONTRACTOR WILL LOCATE

DRILLING INTO THE EXISTING CONCRETE TO INSTALL THE ANCHORAGE WILL BE ACCOMPLISHED WITHOUT

ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE SYSTEM USED.

CHEM-STUD", "HILTI ENCAPSULATED" OR AN APPROVED EQUAL. ANCHORAGES WILL BE INSTALLED IN

2. ENCAPSULATED NON-EXPANDING CHEMICAL TYPE ANCHORAGE SYSTEMS SUCH AS "RAWLPLUG COMPANY

THE MANUFACTURER'S SPECIFICATIONS FOR THE SYSTEM USED.

PRO-POXY 300 FAST" OR AN APPROVED EQUAL. ANCHORAGES WILL BE INSTALLED IN ACCORDANCE WITH

1. SELF-MIXING INJECTION TYPE ANCHORAGE SYSTEM SUCH AS "HILTI FASTENING SYSTEMS", "UNITEX

BRIDGE WILL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS:

ANCHORED INTO THE CONCRETE OF THE EXISTING BRIDGE. ANCHORAGE INTO THE CONCRETE OF THE EXISTING

THE CONTRACTOR WILL HAVE THE OPTION OF THE METHODS BY WHICH THE NEW ANCHOR BOLTS ARE TO BE

SERVICES PLANS SECTION, 200 N.E. 21ST STREET, OKLAHOMA CITY, OK 73105.

PLANS OF THIS PROJECT ARE AVAILABLE FROM THE OKLAHOMA DEPARTMENT OF TRANSPORTATION TECHNOLOGY

THE EXISTING STRUCTURE WAS ORIGINALLY CONSTRUCTED AS PART OF FEDERAL AID PROJ. NO. I-240-4(213)149.

ELASTOMERIC COATING -

WITH WEATHERING CHARACTERISTICS. PROVIDE WELDING WITH WEATHERING CHARACTERISTICS.

CONFORMING TO AASHTO M164 (ASTM A325). PROVIDE ALL BOLTS, NUTS, WASHERS, AND WELDING

(ASTM A709), GRADE 50W (WEATHERING STEEL, CHARPY V-NOTCH TESTING NOT REQUIRED). USE BOLTS

PROVIDE STRUCTURAL STEEL FOR ROLLED SHAPES AND PLATES IN ACCORDANCE WITH AASHTO M270

AND ENDS OF CAPS).

WITH HEAVY LINES AND HATCH (INCLUDING PEDESTAL STEPS

NOTE: APPLY ELASTOMERIC COATING TO ALL SURFACES SHOWN

INCIDENTALS WILL BE INCLUDED IN THE PRICE BID PER SQUARE FOOT OF "ELASTOMERIC COATING".

ALL COSTS OF THE SPECIAL CONCRETE FINISH INCLUDING THE COST OF MATERIALS, LABOR, EQUIPMENT, AND

2. PIER CAPS

1. ABUTMENT CAPS AND BACKWALLS

SPECIAL CONCRETE FINISH WILL BE APPLIED TO ALL AREAS LISTED AND DETAILED BELOW:

WATER REPELLENT WILL NOT BE REQUIRED ON SURFACES THAT ARE COATED WITH SPECIAL CONCRETE FINISH.

PRIOR TO THE APPLICATION OF THE SPECIAL CONCRETE FINISH.

BE APPLIED TO THE CONCRETE SURFACES PRIOR TO APPLYING THE COATING. ALL CONCRETE WORK WILL BE COMPLETED

AND ALL NEW CONCRETE WILL HAVE A MINIMUM STRENGTH OF 3000 PSI AT THE TIME OF APPLICATION. PRIMER WILL

PEDESTALS. SURFACE PREPARATIONS AND PRODUCT MIXING WILL BE PER THE MANUFACTURER'S RECOMMENDATIONS

THE PIER AND ABUTMENT BEARING ASSEMBLY BASE PLATES TO PROVIDE A WATER TIGHT SEAL WITH THE CONCRETE

TO THE CONCRETE SUBSTRUCTURE UNITS AS LISTED BELOW, THE COATING WILL RETURN UP THE VERTICAL FACES OF

THE COATING WILL BE 60 MILS DRY THICKNESS AND 68 MILS WET THICKNESS. IN ADDITION TO APPLYING THE COATING

IN ACCORDANCE WITH THE MATERIAL SAFETY DATA SHEETS AS PROVIDED BY THE MANUFACTURER.

COATING PROFILE AND INSTRUCTION GUIDES FOR APPLICATION TO CONCRETE. PRECAUTIONARY MEASURES WILL BE

THE EQUIPMENT AND METHODS OF APPLYING THE URETHANE COATING WILL BE IN ACCORDANCE WITH THE PRODUCT

PRODUCT INFORMATION FOR IM-129 CAN BE OBTAINED FROM CUSTOM LININGS, PHONE NUMBER 719-374-8785.

FOR CIM 1000 CAN BE OBTAINED FROM LASTER CASTOR CORP. OF TULSA , OKLAHOMA, PHONE NUMBER 918-234-7777.

BY CIM INDUSTRIES, INC., IM-129 AS MANUFACTURED BY CUSTOM LININGS, OR AN APPROVED EQUAL. PRODUCT INFORMATION

THE ELASTOMERIC COATING WILL BE A LIQUID APPLIED URETHANE COATING SUCH AS CIM 1000 AS MANUFACTURED

DRIVING SURFACE.

ROADWAY WORK CONSISTS OF PROVIDING A SMOOTH TRANSITION BETWEEN THE BRIDGE AND CONCRETE

SEATS AND SLOPE WALLS; AND REPAIRING EXPOSED AND DETERIORATED PILES.

MORTAR REPAIR OF THE ABUTMENTS AND PIERS; FILLING VOIDS UNDER THE APPROACH SLABS, ABUTMENT

PLUGGED AND LOCATED FURTHER AWAY FROM THE BRIDGE. SUBSTRUCTURE REPAIRS INCLUDE PNEUMATIC

REPLACING SELECT BEARINGS, AND RESETTING THE EXISTING BEARINGS. THE EXISTING DRAIN INLETS WILL BE

THE WORK TO BE PERFORMED UNDER THIS PROJECT CONSISTS OF FLOOD COATING THE BRIDGE DECK,

CONCRETE REPAIR -

REPLACE FAULTY REPAIRS AT NO ADDITIONAL COST TO THE DEPARTMENT.

A TEST AREA TO VERIFY THE EFFECTIVENESS OF THE PROPOSED REPAIR METHOD PRIOR TO COMMENCING WORK.

METHODS, PATCHING MATERIAL, BONDING AGENTS, MATERIAL PLACING METHODS AND FINISHING METHODS. REPAIR

SUBMIT A PROPOSED WORK PLAN FOR THE CHOSEN REPAIR METHOD WHICH INCLUDES SURFACE PREPARATION

THE APPLICATION OF THE CORROSION INHIBITOR WITH THE CONCRETE REPAIR AS SHOWN IN THE DETAILS.

AND FINISHED TO PROVIDE A SURFACE TEXTURE MATCHING THAT OF THE ADJACENT EXISTING CONCRETE. COORDINATE

PLACE NEW PATCHING MATERIAL TO THE ORIGINAL NEAT LINES OF THE STRUCTURAL COMPONENT UNDER REPAIR

(7) PROSPEC SHOTCRETE 300V

(6) MASTEREMACO S 211SP

(5) MASTEREMACO S 210SP

(4) SIKACRETE 211 SCC PLUS

(3) SIKACEM 133

(2) SIKACEM 103F

(1) QUIKRETE SHOTCRETE MS WITH POLYPROPYLENE FIBERS

IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS APPROVED BY THE ENGINEER.

OF THE SPECIFICATIONS. PROVIDE ONE OF THE FOLLOWING, COMMERCIALLY AVAILABLE, MORTAR-TYPE PRODUCTS

TYPES OF REPAIRS AS SHOWN IN THE DETAILS. PROVIDE CLASS AA CONCRETE IN ACCORDANCE WITH SECTION 701

THE CONTRACTOR MAY USE CAST-IN-PLACE CONCRETE OR MORTAR AS THE PATCHING MATERIAL FOR THE TWO

SOUND CONCRETE IS REQUIRED, AS DETERMINED BY THE ENGINEER.

IN ACCORDANCE WITH SECTION 511.04.C(3) OF THE SPECIFICATIONS. DO NOT LAP BARS IF EXCESSIVE REMOVAL OF

LOST. REPLACE OR REPAIR DAMAGED REINFORCING STEEL BY EITHER LAPPING OR PROVIDING MECHANICAL SPLICES

REPLACE CORROSION DAMAGED REINFORCING STEEL IF MORE THAN 20% OF THE AREA OF THE SECTION HAS BEEN

DO NOT CUT, STRETCH OR DAMAGE EXPOSED REINFORCING STEEL. BLAST EXPOSED REINFORCING STEEL CLEAN.

CORNER IS EQUAL TO AT LEAST 4 INCHES.

OF THE PATCH IN ACCORDANCE WITH FIGURE 513:1 OF THE SPECIFICATIONS. ENSURE DIMENSION OF RE-ENTRANT

ARE DEEMED NECESSARY, USE TOOLS OF A SIZE THAT DO NOT DAMAGE SOUND CONCRETE. PREPARE THE GEOMETRY

EXCAVATING DETERIORATED CONCRETE TO SOUND CONCRETE AS DETERMINED BY THE ENGINEER. IF POWER TOOLS

DO NOT USE POWER TOOLS FOR REMOVING LOOSE CONCRETE UNLESS HAND TOOLS PROVE INCAPABLE OF

CLEAN REPAIR AREA OF ALL DELAMINATED OR LOOSE CONCRETE AND DEBRIS LEAVING ONLY SOUND CONCRETE.

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


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AB02

PAY ITEM NOTES

PAY QUANTITIES

SUMMARY OF BRIDGE

PAY QUANTITIES

SY

LSUM

LF

CY

DESCRIPTIONITEM NO. UNIT TOTAL

0200 BRIDGE 'A'

CLSM BACKFILL

WATER REPELLENT (VISUALLY INSPECTED)

CLASS C CONCRETE

(SP) CORROSION INHIBITOR (SURFACE APPLIED)

REMOVAL OF BRIDGE ITEMS

REINFORCING STEEL

CLASS AA CONCRETE

2500

1332

1326

1331

6130

6013

6309

509(D)

511(A)

509(A)

515(A)

501(G)

535

619(B) (19)

LB

509 5000

STRUCTURAL STEEL506(A) 1322

CY

25.00

933.00

287.00

25.30

JP NO. 33747(04)

SF

RAPID CURE JOINT SEALANT504(G) 6390

CY

LB

513(B) 6019 CLASS B BRIDGE DECK REPAIR

513(C) 6020 CLASS C BRIDGE DECK REPAIR SY

SY

DECK AREA SEALED (FLOODCOATS)523(C) 6570

540 4510 (PL) REPAIR BRIDGE ITEM (TYPE A)

540 (PL) REPAIR BRIDGE ITEM (TYPE B)4525 EA

540 (PL) REPAIR BRIDGE ITEM (TYPE C)4530

545 4815

SY

SY

(7)

(2)

(2)

(11, 12)

(14)

(16)

(17)

LSUM

6116 (PL) FALSEWORK JACKING502 LSUM(3)

545 4825 (18)

ELASTOMERIC COATING

(5)

85.80SY510(C) 6137 SLOPE WALL (4")

LSUM

EA

EA

IN THE CONTRACT UNIT PRICE OF "(PL) FALSEWORK JACKING".

INCLUDE ALL COSTS ASSOCIATED WITH JACKING OPERATIONS, INCLUDING PROFESSIONAL SERVICES,

DO NOT BEGIN JACKING OPERATIONS UNTIL APPROVAL OF THE PLAN BY THE ENGINEER IS RECEIVED.

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OKLAHOMA TO THE ENGINEER FOR APPROVAL.

ACCORDANCE WITH SECTION 502 OF THE SPECIFICATIONS. SUBMIT A WORK PLAN SEALED BY A

ACTIVITIES ASSOCIATED WITH SUPERSTRUCTURE AND SUBSTRUCTURE REPAIRS AS NECESSARY IN

3. ITEM "FALSEWORK JACKING" CONSISTS OF SUPPORTING THE BRIDGE THROUGHOUT CONSTRUCTION

IN THE FIELD BY THE ENGINEER.

STEEL IN THE ABUTMENTS AND PIERS HAVING A SECTION LOSS OF 50% OR MORE DETERMINED

7. ITEM "REINFORCING STEEL" CONSISTS OF 1,000 LB. PROVIDING REPLACEMENT REINFORCING

PROPERTY OF THE CONTRACTOR. SEE PLANS FOR ESTIMATED QUANTITIES AND LOCATIONS.

DETERMINED IN THE FIELD BY THE ENGINEER. ALL REMOVED MATERIALS WILL BECOME THE

IS APPROXIMATE AND SUBJECT TO THE ACTUAL LOCATIONS AND EXTENTS OF REPAIRS

11. REPAIR AREAS SHOWN IN THE PLANS AND AS DIRECTED BY THE ENGINEER. QUANTITY SHOWN

SPECIFICATIONS FOR HAZARDOUS AND NON-HAZARDOUS WASTE.

CONTRACTOR WILL BE RESPONSIBLE FOR TESTING AND COMPLYING WITH SECTION 512 OF THE

THE ENTIRE TIME THAT DELEADING OPERATIONS ARE TAKING PLACE AT THE PROJECT SITE. THE

THE SUPERVISOR WITH SSPC C-3 TRAINING WILL BE REQUIRED TO BE PRESENT AT THE PROJECT SITE

CERTIFICATE SHOWING SUCCESSFUL COMPLETION OF THE SSPC C-3 TRAINING WITH THE BID PROPOSAL.

QP-2 CERTIFICATION. IF PERSONNEL WITH SSPC C-3 TRAINING ARE TO BE USED, PROVIDE A CURRENT

PERSON TRAINING FOR DELEADING OF INDUSTRIAL STRUCTURES MAY BE USED IN LIEU OF SSPC

FINDING OF ANY LEAD PAINT TO THE ENGINEER. PERSONNEL WITH SSPC C-3 SUPERVISOR/COMPETENT

9. IF LEAD PAINT IS DISCOVERED, SSPC QP-2 CERTIFICATION WILL BE REQUIRED. REPORT THE

(PL) REPLACE BRIDGE ITEM (TYPE A)

(PL) REPLACE BRIDGE ITEM (TYPE B)

(8)

(9)

512(A) 1323 PAINTING EXISTING STRUCTURES

COLLECTION AND HANDLING OF WASTE512(B) 6303

LSUM

LSUM

ALL REMOVED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR.

WITH SUBSECTION 619.04(B)2 OF THE SPECIFICATIONS AND IN A MANNER APPROVED BY THE ENGINEER.

WINGWALL AND BACKWALL NECESSARY TO RECONSTRUCT THE ABUTMENT WINGWALL IN ACCORDANCE

ROADWAY PAVEMENT; AS WELL AS SAWCUT FREMOVAL OF THE CONCRETE PARAPET, ABUTMENT

SLOPE WALLS, SLOPE DRAINS, ABANDONED CONDUIT ALONG THE ABUTMENTS AND ADJACENT

19. ITEM "REMOVAL OF BRIDGE ITEMS" CONSISTS OF REMOVAL AND DISPOSAL OF BEARING ASSEMBLIES,

CY 70.00501(D) 6353 UNCLASSIFIED BACKFILL

70.001301 CYUNCLASSIFIED EXCAVATION202(A) (1)

2. QUANTITY TO BE USED AS DIRECTED BY THE ENGINEER.

(2)

20.00

20.00

192.00

393.00

26.00

WITH FLOODCOAT IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

10. ITEM "DECK AREA SEALED (FLOODCOATS)" CONSISTS OF SEALING THE ENTIRE BRIDGE DECK

LF504(E) 1381 CONCRETE PARAPET

1.00

5,060.00

3.20

5,000.00

1.00

1.00

LBEPOXY COATED REINFORCING STEEL511(B) 6010

1.00

1.00

1.00

1.00

6.00

1.00

(2, 6)

(10)

(15)

(11, 13) 17.30540 4501 (PL) REPAIR BRIDGE ITEMS SY

509(A) CY 4.400325 H.E.S. CONCRETE CLASS AA

"SEALED EXPANSION JOINT".

DRILLING AND BONDING AGENTS WILL BE INCLUDED IN THE UNIT PRICE BID PER LINEAR FOOT OF

REINFORCING STEEL" AND "STRUCTURAL STEEL". ALL COSTS FOR THE SEALED EXPANSION JOINT,

INCLUDED IN THEIR RESPECTIVE BID ITEMS FOR "H.E.S. CLASS AA CONCRETE", "EPOXY COATED

THE APPROACH SLABS AND BRIDGE DECKS FOR THE EXPANSION JOINT REPLACEMENT WILL BE

QUANTITIES FOR CONCRETE, REINFORCING STEEL AND STRUCTURAL STEEL NEEDED TO RECONSTRUCT

WITH THE BEAM CENTERLINES.

THE BACKWALLS TO ANCHOR THE BACKWALL PLATES. BACK WALL PLATES WILL BE PLACED IN LINE

TO SUPPORT EXPANSION JOINTS DURING INSTALLATION. HOLES WILL BE DRILLED INTO THE TOP OF

THE CONTRACTOR WILL INSTALL BACKWALL PLATES AS SHOWN IN THE PLANS AT THE ABUTMENTS

SPECIFICATIONS AND AS SHOWN ON THE PLANS.

EXPANSION JOINT IN ACCORDANCE WITH SECTIONS 504, 509 AND 511 OF THE STANDARD

HIGH EARLY STRENGTH CLASS AA CONCRETE, EPOXY COATING REINFORCING STEEL AND SEALED

THE ABUTMENTS AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. REPLACE WITH

EXPANSION JOINT" INCLUDE QUANTITIES FOR REPLACING THE EXISTING EXPANSION JOINTS AT

4. THE PAY ITEMS "H.E.S. CLASS AA CONCRETE", "EPOXY COATED REINFORCING STEEL" AND "SEALED

LF504(C) 6250 SEALED EXPANSION JOINT (4)

CONTRACT UNIT PRICE OF "UNCLASSIFIED EXCAVATION" PER SECTION 502.06 OF THE SPECIFICATIONS.

1. INCLUDE ALL COST OF TEMPORARY RETAINING STRUCTURE REQUIRED FOR CONSTRUCTION IN THE

60 LBS. FOR BACKWALL PLATES AT THE ABUTMENTS TO SUPPORT EXPANSION JOINTS.

OF 50% OR MORE AND AS DETERMINED IN THE FIELD BY THE ENGINEER. QUANTITY INCLUDES

STEEL FOR STEEL SHAPES, CROSS FRAMES OR CONNECTION PLATES HAVING A SECTION LOSS

5. ITEM "STRUCTURAL STEEL" CONSISTS OF 5,000 LBS. PROVIDING REPLACEMENT STRUCTURAL

6. QUANTITY INCLUDES 15 C.Y. TO BE USED AS DIRECTED BY THE ENGINEER.

WITH THE SPECIAL PROVISION FOR "CORROSION INHIBITOR (SURFACE APPLIED)".

PLANS OR AS DIRECTED BY THE ENGINEER. APPLY CORROSION INHIBITOR IN ACCORDANCE

INHIBITOR TO THE ABUTMENTS, PIER CAPS AND COLUMNS AT THE LOCATIONS SHOWN ON THE

12. ITEM "(SP) CORROSION INHIBITOR (SURFACE APPLIED)" CONSISTS OF APPLYING A CORROSION

IN THE GENERAL NOTES, AS SHOWN IN THE PLANS, AND IN A MANNER APPROVED BY THE ENGINEER.

PNEUMATICALLY PLACED MORTAR OR CLASS AA CONCRETE MATERIAL AS DESCRIBED

13. ITEM "(PL) REPAIR BRIDGE ITEMS" CONSISTS OF REPAIRING DETERIORATED CONCRETE WITH

"(PL) REPLACE BRIDGE ITEM (TYPE B)".

THE WORK AS DESCRIBED WILL BE INCLUDED IN THE UNIT PRICE PER EACH OF

WASHERS, LABOR, EQUIPMENT, MATERIAL AND INCIDENTALS NECESSARY TO COMPLETE

ALL COSTS OF REPLACEMENT INCLUDING NEOPRENE PADS, ANCHOR BOLTS, NUTS AND

TOTAL WEIGHT OF 170 LBS. OF STRUCTURAL STEEL FOR FIXED BEARING SHOES.

TO THE FABRICATOR BEFORE REPLACEMENT PROCEDURES BEGIN. THERE IS AN ESTIMATED

DIMENSIONS OF THE EXISTING FIXED BEARING SHOES AND PROVIDE THE DIMENSIONS

PLANS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR WILL VERIFY ALL

FIXED SHOE ASSEMBLIES OF THE SIZE AND SHAPE AT LOCATIONS AS SHOWN IN THE

18. ITEM "(PL) REPLACE BRIDGE ITEM (TYPE B)" CONSISTS OF REMOVING AND REPLACING

"(PL) REPLACE BRIDGE ITEM (TYPE A)".

THE WORK AS DESCRIBED WILL BE INCLUDED IN THE UNIT PRICE PER EACH OF

WASHERS, LABOR, EQUIPMENT, MATERIAL AND INCIDENTALS NECESSARY TO COMPLETE

ALL COSTS OF REPLACEMENT INCLUDING NEOPRENE PADS, ANCHOR BOLTS, NUTS AND

TOTAL WEIGHT OF 960LBS. OF STRUCTURAL STEEL FOR EXPANSION BEARING SHOES.

TO THE FABRICATOR BEFORE REPLACEMENT PROCEDURES BEGIN. THERE IS AN ESTIMATED

DIMENSIONS OF THE EXISTING EXPANSION BEARING SHOES AND PROVIDE THE DIMENSIONS

PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR WILL VERIFY ALL

EXPANSION SHOE ASSEMBLIES OF THE SIZE AND SHAPE AT LOCATIONS AS SHOWN IN THE

17. ITEM "(PL) REPLACE BRIDGE ITEM (TYPE A)" CONSISTS OF REMOVING AND REPLACING

PRICE PER EACH OF "(PL) REPAIR BRIDGE ITEM (TYPE B)".

NECESSARY TO COMPLETE THE WORK AS DESCRIBED WILL BE INCLUDED IN THE UNIT

ALL COSTS OF REPAIR INCLUDING LABOR, EQUIPMENT, MATERIAL AND INCIDENTALS

OR AS DIRECTED BY THE ENGINEER.

STEEL AND PILE ENCASEMENT AT ABUTMENT PILES AT LOCATIONS SHOWN ON THE PLANS

15. ITEM "(PL) REPAIR BRIDGE ITEM (TYPE B)" CONSISTS OF SPLICING NEW STRUCTURAL

IN THE UNIT PRICE PER LUMP SUM OF "(PL) REPAIR BRIDGE ITEM (TYPE C)".

INCIDENTALS NECESSARY TO COMPLETE THE WORK AS DESCRIBED WILL BE INCLUDED

ALL COSTS OF REPAIR INCLUDING CLEANINNG, LABOR, EQUIPMENT, MATERIAL AND

ASSEMBLIES AT THE ABUTMENTS AND PIERS TO THEIR ORIGINAL VERTICAL POSITION.

16. ITEM "(PL) REPAIR BRIDGE ITEM (TYPE C)" CONSISTS OF RESETTING THE BEARING

PRICE PER LUMP SUM OF "(PL) REPAIR BRIDGE ITEM (TYPE A)".

NECESSARY TO COMPLETE THE WORK AS DESCRIBED WILL BE INCLUDED IN THE UNIT

ALL COSTS OF REPAIR INCLUDING LABOR, EQUIPMENT, MATERIAL AND INCIDENTALS

BRIDGE DECK.

PATCH THE DELAMINATED AREAS WITH CONCRETE BEFORE FLOOD COATING THE

AND EXPOSED REINFORCING STEEL CLEANED OF RUST. THE CONTRACTOR WILL

THE ENGINEER. ALL UNSOUND CONCRETE WILL BE REMOVED TO SOUND CONCRETE

AND SPALLED AREAS OF THE CONCRETE PARAPET AT LOCATIONS DETERMINED BY

14. ITEM "(PL) REPAIR BRIDGE ITEM (TYPE A)" CONSISTS OF PATCHING THE DELAMINATED

62.93

13.00

1,330.00

(4)

(4)

(B) CROSS FRAME MEMBERS AS SHOWN IN THE PLANS OR AS DIRECTED BY THE ENGINEER

(A) BEARING ASSEMBLIES INCLUDING ALL ANCHOR HARDWARE

THIS ITEM CONSISTS OF THE FOLLOWING COMPONENTS:

TOPCOAT FOR THE EXTERIOR SURFACES.

THE SPECIFICATIONS USING A CATEGORY "O" APPLICATION. MATCH THE COLOR OF THE

IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SECTION 512 OF

8. CLEAN AND PAINT THE BRIDGE COMPONENTS LISTED BELOW AND AS SHOWN IN THE PLANS

33747(04) AE01

ENVIRONMENTAL NOTES

ENVIRONMENTAL MITIGATION NOTES

MIGRATORY BIRD NOTE: MIGRATORY BIRDS ARE PROTECTED BY THE FEDERAL MIGRATORY BIRD TREATY ACT. MANY BIRDS COMMONLY USE BRIDGES AND CULVERTS FOR NESTING. THE NESTING SEASON FOR MOST MIGRATORY BIRD SPECIES EXTENDS FROM MARCH 1 TO AUGUST 31. MIGRATORY BIRD NESTING USE OF THE SH-152 RAMP W-N OVER I-44 RAMP S-W (NBI:18725) WAS OBSERVED. PAINTING, REPAIR, RETROFIT, REHABILITATION OR DEMOLITION OF THE EXISTING BRIDGE SHALL BE CONDUCTED BETWEEN SEPTEMBER 1, AND FEBRUARY 28, WHEN MIGRATORY BIRD NESTS ARE NOT OCCUPIED. IF PAINTING, REPAIR, RETROFIT, REHABILITATION OR DEMOLITION CANNOT BE COMPLETED BETWEEN SEPTEMBER 1 AND FEBRUARY 28, THE BRIDGE SHALL BE PROTECTED FROM NEW NEST ESTABLISHMENT PRIOR TO MARCH 1, BY MEANS THAT DO NOT RESULT IN BIRD DEATH OR INJURY. OPTIONS INCLUDE THE EXCLUSION OF ADULT BIRDS FROM SUITABLE NEST SITES ON OR WITHIN A STRUCTURE BY THE PLACEMENT OF WEATHER-RESISTANT POLYPROPYLENE NETTING WITH 0.25-INCH OR SMALLER OPENINGS, PRIOR TO MARCH 1. METHODS OTHER THAN NETTING MUST BE PRE-APPROVED BY THE ODOT BIOLOGIST. ODOT DIVISION 4 WILL DO MEDIA RELEASES AND MESSAGE BOARDS PRIOR TO ROAD CLOSURES FOR WORK PERFORMED ON THIS PROJECT.

ENVIRONMENTAL MITIGATION NOTES EARTHWORK NOTE: THE CONTRACTOR MUST ENSURE THAT ANY MATERIAL INCORPORATED INTO THE PROJECT IS FREE OF ANY HAZARDOUS, INDUSTRIAL OR CONTAMINATED WASTE, REFER TO SUB-SECTIONS 106.01 AND 202.02 OF THE 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. IMPORTED MATERIAL (EG. BORROW) - IF MATERIAL IS IMPORTED TO THE PROJECT AND AT ANY POINT THE MATERIAL IS DETERMINED BY THE ENGINEER TO INCLUDE ANY TYPE OF UNACCEPTABLE CONTAMINATION, THE MATERIAL MAY REQUIRE REMOVAL, IN WHOLE, OR IN PART. IF REMOVAL IS REQUIRED, THEN THE INITIAL PLACEMENT, REMOVAL AND PROPER DISPOSAL OF THIS MATERIAL SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE DISPOSAL OF THE UNACCEPTABLE MATERIAL SHALL BE APPROVED BY THE ENGINEER, REFER TO SUB-SECTION 107.15 OF THE 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. TO ASSIST THE CONTRACTOR, THE "OFF PROJECT FACILITY/ BORROW SITE HAZARDOUS MATERIALS QUESTIONNAIRE" IS PROVIDED ON THE DEPARTMENT'S WEB SITE: HTTPS://OK.GOV/ODOT/PROGRAMS AND PROJECTS/ENVIRONMENTAL/INDEX.HTML THIS QUESTIONNAIRE IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR SO THAT A CLEARER UNDERSTANDING OF THE CHARACTERISTICS OF THE PROPOSED SITE/ MATERIAL IS ACHIEVED. COMPLETION AND SUBMITTAL OF THIS FORM TO THE ENGINEER DOES NOT EXCUSE THE CONTRACTOR FROM PROVIDING MATERIALS THAT ARE FREE OF HAZARDOUS AND INDUSTRIAL COMPOSITION IN ACCORDANCE WITH SUB-SECTIONS 106.01 AND 202.02 OF THE 2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. NON-COMPLIANCE NOTE: FAILURE TO IMPLEMENT THE COMMITMENTS SPECIFIED IN THE PLAN NOTES CAN RESULT IN NON-COMPLIANCE ISSUES ON THE PROJECT. WORK ACTIVITIES MAY BE SUSPENDED ON THE PROJECT, FOR AN UNDETERMINED DURATION, WHILE WORKING WITH REGULATORS TO BRING THE PROJECT BACK INTO COMPLIANCE. THE CONTRACTOR WILL NOT BE COMPENSATED FOR TIME LOST. WATER QUALITY NOTE: WATER QUALITY CONSERVATION: APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE IMPACTS FROM STORM WATER DISCHARGES AND SEDIMENTATION IN STREAMS, AS ESTABLISHED BY THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL QUALITY, SHALL BE CONSCIENTIOUSLY IMPLEMENTED THROUGHOUT THE PROPOSED CONSTRUCTION PERIODS, IN ORDER TO MINIMIZE ANY POTENTIAL IMPACTS TO ANY LISTED SPECIES. THE EFFECTIVENESS OF EROSION CONTROLS SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. HAZARDOUS MATERIALS, CHEMICALS, FUELS, LUBRICATING OILS, AND OTHER SUCH SUBSTANCES SHALL BE STORED AT LEAST 100 FEET FROM THE ORDINARY HIGH WATER MARK (OHWM). REFUELING OF CONSTRUCTION EQUIPMENT SHALL ALSO BE CONDUCTED AT LEAST 100 FEET FROM THE OHWMS. SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED AROUND STAGING AREAS TO PROHIBIT DISCHARGE OF MATERIALS FROM THESE SITES. CONSTRUCTION WASTE MATERIALS AND DEBRIS SHALL BE STOCKPILED AT LEAST 25 FEET OUTSIDE OF THE OHWMS, AND THESE MATERIALS SHALL BE REMOVED AND DISPOSED OF PROPERLY FOLLOWING COMPLETION OF THE PROJECT. PREVENTATIVE MEASURES MUST BE TAKEN TO PROHIBIT THE DISCHARGE OF CONTAMINANTS INTO ANY SURFACE WATERS.

Design

Squad

Approved

Checked

Drawn

Sheet No.State Job No.

SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)

SH-152 W-N RAMP OVER I-44 RAMP

AR01

(ROADWAY)

SUMMARY OF PAY ITEMS & NOTES

PAY ITEM NOTES

ESTIMATED QUANTITY ONLY. TO BE USED IN A MANNER APPROVED BY THE ENGINEER.(1)


96.00

JP NO. 33747(04)

CY 10.00414(G) 5275

45.000210 SY414(A) (1)

(1)

(2)415 6300 CONCRETE JOINT SEALING

P.C. CONCRETE PAVEMENT (PLACEMENT)

P.C. CONCRETE FOR PAVEMENT

0100 ROADWAY

ROADWAY PAY QUANTITIES

20.00(1)0924619(C) SAWING PAVEMENT LF

LF


JP NO. 33747(04)

0096642(B)

0600 STAKING

STAKING PAY ITEMS

CONSTRUCTION STAKING LEVEL II LSUM 1.00


JP NO. 33747(04)

2800 LSUM 1.00

CONSTRUCTION PAY ITEMS

0640 CONSTRUCTION

SWPPP DOCUMENTATION AND MANAGEMENT220

1552 LSUM 1.00641 MOBILIZATION

(2)

LOCATIONS.

REFER TO SHEET B011 SLOPE WALL DETAILS FOR DETAILS AND REPAIR

QUANTITY TO BE USED FOR SEALING CRACKS IN THE SLOPE WALLS.

Design

Squad

Approved

Checked

Drawn


SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)


PAY ITEM NOTES (TRAFFIC CONSTRUCTION)

WORK TO BE INCLUDED IN OTHER ITEMS OF WORK.

UNTIL SUCH A TIME THAT THEY ARE TO BE RESET BY THE CONTRACTOR. COST OF THIS

WILL BE STORED IN A PROTECTED AREA DESIGNATED BY THE RESIDENT ENGINEER,

ANY SIGNS AND/OR DELINEATORS WHICH ARE TO BE REMOVED DURING THIS PROJECT

AND THROUGH TRAFFIC.

TIMES. SEE STANDARD SPECIFICATIONS AND DRAWINGS FOR MAINTENANCE OF LOCAL

STREETS. A MINIMUM OF ONE LANE IN EACH DIRECTION SHALL BE MAINTAINED AT ALL

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING TRAFFIC ON CROSS

DISPOSED OF IN A MANNER APPROVED BY THE RESIDENT ENGINEER.

REMOVED MATERIALS TO BECOME PROPERTY OF CONTRACTOR AND IT SHALL BE

OF LOCAL AND THROUGH TRAFFIC.

LOCAL AND THROUGH TRAFFIC. SEE STANDARD SPECIFICATIONS FOR MAINTENANCE

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO

RESIDENT ENGINEER.

SHALL BE REPAIRED AT CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

SURFACES, STRIPING, RAISED PAVEMENT MARKERS, GUARDRAIL, SLOPES, AND SIGNS

ANY DAMAGE CAUSED BY THE CONTRACTOR TO ANY STRUCTURES, ROADWAY

AND THROUGH TRAFFIC.

TIMES. SEE STANDARD SPECIFICATIONS AND DRAWINGS FOR MAINTENANCE OF LOCAL

STREETS. A MINIMUM OF ONE LANE IN EACH DIRECTION SHALL BE MAINTAINED AT ALL

THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING TRAFFIC ON CROSS

STANDARDS FOR TEMPORARY TRAFFIC CONTROL DEVICES."

ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL MEET ODOT'S "QUALITY

TECHNICIAN OR TRAFFIC CONTROL SUPERVISOR.

OKLAHOMA TRAFFIC ENGINEERING ASSOCIATION (OTEA) AS A TRAFFIC CONTROL

FROM THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA) OR THE

DETERMINED BY THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION

THE CONTRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS

TRAFFIC GENERAL CONSTRUCTION NOTES

AT01

(TRAFFIC)

SUMMARY OF PAY ITEMS & NOTES

ENGINEER SHALL BE NOTIFIED.

CONFLICTS WITH OTHER SIGNS, UTILITIES OR OTHER ROADWAY FEATURES, THE

VISIBILITY TO THE ONCOMING/APPROACHING MOTORIST. IF A PROPOSED LOCATION

WITH DEPARTMENT STANDARDS AND THE MUTCD IN ORDER TO PROVIDE OPTIMUM

DETERMINED BY THE CONTRACTOR SO THAT THE SIGN IS INSTALLED IN ACCORDANCE

SHEETS, ARE APPROXIMATE. EXACT STATIONS AND LOCATIONS SHALL BE

THE STATIONS AND LOCATIONS OF THE SIGN PLACEMENT, AS SHOWN ON THE PLAN

DRAWINGS.

DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD

ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

CONTROL WILL BE INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN

IMPLEMENTED ACCORDING TO CONSTRUCTION PLANS. CONSTRUCTION TRAFFIC

SIGNING WITHIN THE LIMITS OF CONSTRUCTION. ALL CONSTRUCTION SIGNING WILL BE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BARRICADES, LIGHTS, AND

(SP-1) WARNING LIGHTS TYPE C ARE NOT REQUIRED.

(SP-2) SIGN PLACEMENT LOCATIONS SHALL BE DETERMINED BY THE ENGINEER.

CONSTRUCTION.

80

(SP-3) CHANGEABLE MESSAGE SIGNS SHALL BE IN PLACE 14 DAYS PRIOR TO BEGINNING OF

ENGINEER.

THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE

PLACEMENT ON THE PROJECT.

TRANSPORTATION, TO ASSURE THAT THEY ARE IN GOOD WORKING CONDITION, PRIOR TO

SUBJECT TO INSPECTION AND APPROVAL, BY THE OKLAHOMA DEPARTMENT OF

ANY USED CHANGEABLE MESSAGE SIGN TO BE PLACED ON THIS PROJECT SHALL BE

CERTIFICATION SHALL INCLUDE TEST RESULTS ON MATERIAL SUBMITTED FOR APPROVAL.

O.D.O.T. STANDARD SPECIFICATIONS (CURRENT EDITION) SUBSECTION 106.04. THE

THE MANUFACTURER SHALL FURNISH A TYPE 'D' CERTIFICATION IN ACCORDANCE WITH

REQUIREMENTS OF ASTM D4956-07 FOR TYPE VIII SHEETING.

FLOURESCENT SHEETING. THE FLOURESCENT SHEETING SHALL MEET THE

ALL CONSTRUCTION WORK ZONE SIGNS AND CHANNELIZING DEVICES SHALL HAVE

NON-DAYLIGHT HOURS.

STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING

ALL SIGNS AND BARRICADES WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE

FOR COMPLETION OF THE PROJECT.

CONSTRUCTION TRAFFIC CONTROL DEVICES REQUIRED

INSTALLATION, MAINTENANCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY

DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE

DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD

IN ACCORDANCE WITH CHAPTER VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER,

ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO

OF SIX INCH (6””) WIDE TRAFFIC STRIPE.STRIPE (MULTI-POLYMER)(YELLOW), AND WILL BE MEASURED BY THE LINEAR FOOT

______L.F. TRAFFIC STRIPE (MULTI-POLYMER)(BLACK), AND ______L.F. TRAFFIC

QUANTITY SHOWN INCLUDES _____L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE),

(TC-70)

(TC-52)

(TC-33)

(TC-26)

(TC-25) 500

2200

http://www.okladot.state.ok.us/traffic/qpl/index.php

THE OKLAHOMA DEPARTMENT OF TRANSPORTATION WEBSITE AT:

APPROVED CHANGEABLE MESSAGE SIGNS. FOR A LIST OF THE APPROVED SIGNS GO TO

THESE SIGNS MUST BE ON THE OKLAHOMA DEPARTMENT OF TRANSPORTATION LIST OF

IS MODIFIED DURING CONSTRUCTION.

DAY QUANTITIES MAY CHANGE AS THE PROJECT'S CONSTRUCTION TRAFFIC CONTROL

SUGGESTED CONSTRUCTION SEQUENCE FOR THIS PROJECT. THESE ESTIMATED SIGN

IS AND ESTIMATED QUANTITY ONLY, BASED ON THE CURRENT O.D.O.T. STANDARDS AND

ITEMS. THE AMOUNT OF CALENDAR DAYS USED TO COMPUTE THE SIGN DAY PAY ITEMS

______CONSTRUCTION CALENDAR DAYS WERE USED TO COMPUTE THE SIGN DAY PAY

FINAL STRIPING.

TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO THE INSTALLATION OF

PAVEMENT MARKINGS ARE REMOVED FROM ANY ROADWAY OPEN TO TRAFFIC. ALSO, ALL

TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE THE SAME DAY THAT EXISTING

(TC-85)

(TC-84)

(TC-75)

NON-REMOVABLE MARKING TAPE.

SYMBOLS, AS SHOWN IN THE PLANS. THESE ITEMS MAY CONSIST OF PLASTIC, PAINT OR

REMOVAL SHALL INCLUDE THE COST OF REMOVING STRIPE, ARROWS, WORDS AND

NECESSARY, SHALL BE DETERMINED BY THE ENGINEER. PRICE BID FOR PAVEMENT MARKING

AMOUNT SHOWN IS AN APPROXIMATION AND THE ACTUAL AMOUNT OF REMOVAL, IF

REMOVAL. THIS ITEM SHALL BE BID ACCORDINGLY.

INCLUDED IN THE COST OF THIS ITEM SHALL BE INSTALLATION, MAINTENANCE, AND

FOUR INCH (4”) WIDE TRAFFIC STRIPE.TRAFFIC STRIPE(PLASTIC)(YELLOW) AND WILL BE MEASURED BY THE LINEAR FOOT OF

QUANTITY SHOWN INCLUDES 47,150 L.F. TRAFFIC STRIPE (PLASTIC)(WHITE) AND 57,623 L.F.

BE USED ON OTHER DETOUR PHASES.

PROVIDE FOR THE LONGEST SECTION SHOWN ON THE PLANS. THIS SAME BARRIER WILL

QUANTITY INCLUDES SUFFICIENT LENGTH OF PORTABLE LONGITUDINAL BARRIER TO

LONGITUDINAL BARRIER.

OF TRAFFIC WHEN INSTALLING, RELOCATING OR DELIVERING PORTABLE

AND PROVIDE FLAGGERS NECESSARY FOR THE CONTROL, SAFETY, AND MAINTENANCE

THE CONTRACTOR SHALL FURNISH AND INSTALL SUCH LIGHTS, SIGNS, BARRICADES,

(TC-22)

(TC-21)

(TC-19)

(TC-2)

(TC-1)

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

3 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

001-3

374704-G

EN

PL

AN

_01.d

gn

B001

EXP. EXP. FIX EXP.


PLAN

ELEVATION

0.0

8 F

T./ F

T.

"161537'-3"8

561'-0"16137'-5

! PIER NO. 1 ! PIER NO. 2

! PIER NO. 1

! PIER NO. 2

STEEL CONDUIT

EXISTING 2'' GALV.

STEEL CONDUIT

EXISTING 2'' GALV.

R.C.B.

EXISTING 3' x 3'

RCB

EXISTING 3'X3'

" ALONG PROFILE GRADE LINE85BRIDGE LENGTH = 135'-9

NEW CONSTRUCTION DESIGN DATA

INDEX OF SHEETS

STANDARDS

MATERIAL

26'-0"

CLE

AR R

OA

DW

AY

LANE

SHLD.

10'-0"

4'-0"

SHLD.

LINE

PROFILE GRADE

X 26' CLEAR ROADWAY

35.10'-61.05'-35.06' CONT. PLATE GIRDER SPANS

CLE

AR

AN

CE

MINIM

UN V

ER

TIC

AL

12'-0"

12'-0"

BARRIER

EXISTING CONCRETE

BARRIER

EXISTING CONCRETE

LINE

EXIST. GROUND

LANE

LINE

PROFILE GRADE

BKWALL

BK. FACE OF

BEGIN BRIDGE

BKWALL

BK. FACE OF

END BRIDGE

FILL WITH UNCLASSIFIED BORROW

EROSION HOLE IN FRONT OF ABUTMENT FILL WITH CLSM BACKFILL

CAVITY UNDER SLOPE WALL AND ALONG ABUTMENT

16'-9"

DRAIN INLET

PLUG EXIST.

SLOPE DRAIN

REMOVE EXIST.


SLOPE WALL DETAILS


PIER DETAILS

ABUTMENT DETAILS


SUMMARY OF BRIDGE PAY QUANTITIES


B012

B011

B008-B010

B007

B002-B006

B001

AB02

AB01

ONLY.

FROM RECORD DRAWINGS AND ARE FOR INFORMATION PURPOSES

ALIGNMENT, STATIONING AND EXISTING GRADE DATA ARE TAKEN

ONLY.

RECORD DRAWINGS AND ARE FOR INFORMATIONAL PURPOSES

LOCATION OF UTILITIES ARE APPROXIMATE AND TAKEN FROM

PROFILE GRADE LINE

EJ-DTL-02E

EJ-SK-04E

LECS-4-2

HP1-2-01E

Fy = 50 KSISTRUCTURAL STEEL M270 (GRADE 50W)

fy = 60 KSIREINFORCING STEEL (GRADE 60)

f'c = 4 KSICLASS AA CONCRETE

f'c = 4 KSIHIGH EARLY STRENGTH CLASS AA CONCRETE

SHEET 3 OF 3

REFER TO DETAILS ON SUPERSTRUCTURE DETAILS

EXPANSION JOINT TO BE REHABILITATED

SHEET 3 OF 3

REFER TO DETAILS ON SUPERSTRUCTURE DETAILS

EXPANSION JOINT TO BE REHABILITATED

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

4 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

002-3

374704-A

BU

T_

01.d

gn

B002

ABUTMENT DETAILS

1'-0"

WINGWALL

ABUTMENT

SIDE ELEVATION

WATER REPELLENT TREATMENT DETAILS

NOTE:

SHEET 1 OF 5

ABUTMENT NO. 1 REPAIR DETAILS

AT AREAS TO RECEIVE ELASTOMERIC COATING.

DO NOT APPLY WATER REPELLENT TREATMENT

PLAN - ABUTMENT NO. 1

ELEVATION - ABUTMENT NO. 1

NOTE:NO DEFICIENCIES NOTED.


REMOVE EXISTING 2" CONDUIT

NOTE:

FOR CONCRETE REPAIR DETAILS, SEE SHEET B005.

SEAT

TOP OF

IN ABUTMENT QUANTITIES

ELASTOMERIC COATING INCLUDED

AND WING NOT COVERED WITH

ON EXPOSED FACE OF SEAT

WATER REPELLENT TREATMENT

1'-0

"

ITEM UNIT

CY

CY

CY

LB

3.00 3.00CLASS AA CONCRETE

EPOXY COATED REINFORCING

TOTAL

CY

ABUTMENT QUANTITIES

UNCLASSIFIED EXCAVATION

UNCLASSIFIED BACKFILL

CLSM BACKFILL

SF

SY

SY

ELASTOMERIC COATING


SY(SP) CORROSION INHIBITOR (SURFACE APPLIED)

EA(PL) REPAIR BRIDGE ITEM (TYPE B)

(PL) REPAIR BRIDGE ITEMS

70.00

70.00

25.00

287.00

290.00

7.00

19.50

7.00

13.00

1.00 1.00

276.00

70.00

70.00

563.00

290.00

14.00

19.50

13.00

NO. 1

ABUTMENT

NO. 2

ABUTMENT

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

4 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

003-3

374704-A

BU

T_

02.d

gn

B003

ABUTMENT DETAILS

LEGEND

4'-0"

4'-0"

3'-0"1'-8"

"4

36'-8

VA

RIE

S

TO 2'-9"

2'-7

¾"

SAW CUT LINE

REMOVAL

AND BACKWALL TO BE REMOVED

PORTION OF CONCRETE PARAPET, ABUTMENT WING

ITEM "REMOVAL OF BRIDGE ITEMS".

AND BACKWALL ARE INCLUDED IN THE PAY

OF EXISTING PARAPETS AND ABUTMENT WING

ALL COSTS OF SAW CUTTING AND REMOVAL1

SOUTHEAST WING REMOVAL ELEVATION - ABUTMENT NO. 1

"(PL) FALSEWORK JACKING".

FALSEWORK JACKING WILL BE INCLUDED IN THE PAY ITEM

OR AT THE DISCRETION OF THE ENGINEER. ALL COSTS OF

UNTIL THE CONCRETE HAS BEEN IN PLACE A MINIMUM OF 10 DAYS

REMOVAL OPERATIONS. THE SUPORT SHALL REMAIN IN PLACE

ABUTMENT WING SHALL BE SUPPORTED AT ALL TIMES DURING

UNCLASSIFIED EXCAVATION

1

LIMITS OF EXCAVATION

SHEET 2 OF 5

ABUTMENT NO. 1 WING REMOVAL DETAILS

REMOVAL AND EXCAVATION PLAN - ABUTMENT NO. 1

SECTION THRU EXCAVATION LIMITS

LIMITS OF EXCAVATION5'-0"

MA

X.

1

1

EXISTING GROUND LINE

1:1

1:1

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

5 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

004-3

374704-A

BU

T_

03.d

gn

B004

ABUTMENT DETAILS

(LAP WITH EXIST. REINF.)

7 - A1 #5 @ 12"

A3 #5 @ 12"

B B

AA

SECTION A-A SECTION B-B

2'-0"

4'-0"

4'-0"

2'-0"

A1 #5 @ 12"A1 #5 @ 12"

A2 #5 @ 12"


2'-7

¾" T

O 2'-9"

(TYPICAL)

EXISTING REINFORCING STEEL

CLEAN AND STRAIGHTEN

6 - A4 #5

LENGTH VARIATION


FORM LENGTHNO.MARK SIZE

BNT.

BNT.

BNT.

BNT.

BNT.#5 5

A1

A2

A3

#5 6'-4"

8'-8"

7'-8"

10'-2"

#5

#5

#5

7

6

6

5

3'-6"

A3 #5 X 10'-2"A2 #5 X 7'-8"A1 #5 X 8'-8"

5 - WV2 #5

5 - WV1 #5

(TYPICAL)



5 - WV2 #5 (FAR FACE)

5 - WV1 #5 (NEAR FACE)

WV1

WV2

SECTION THRU CONCRETE PARAPET

WV1 #5 @ 12"

WV2 #5 @ 12"

1'-8"

2"

7" 7"4" 2"

1'-6

¾" T

O 1'-8"







6 - WH1 #5

#5 3'-8"6WH1 STR.

WV1 #5 X 6'-4" WV2 #5 X 3'-6"

10

1

1'-8"3'-0"

1'-8"3'-0"

1'-0

"V

ARIE

S

4'-0"

152.93°

137.3

6°159.79°

1'-4"

3'-8" 3'-8"

2'-6"

1'-6"2'-6" 2'-6"

1'-3"

2'-3"

1'-8

"

69.71° ±

69.71° ±

11"

VA

RIE

S

8"

2'-0

"

3'-8"

1'-8

"

1'-10"

147.5

3°

"4

35'-8

A4 5'-4"#5 6 STR.

SHEET 3 OF 5

ABUTMENT NO. 1 WING REPAIR DETAILS

ABUTMENT REPAIR BAR LIST

B005

ABUTMENT DETAILS

LEGEND

PLAN - ABUTMENT NO. 2


SHEET 4 OF 5

ABUTMENT NO. 2 REPAIR DETAILS

1.4 S.Y.

8.3 S.Y.

0.1 S.Y.

0.3 S.Y.

0.8 S.Y.

REPAIR BRIDGE ITEM (TYPE B)

REPAIR EXPOSED PILE

1.8 S.Y. 0.3 S.Y.

1"

(TYPICAL)

OF REPAIR

SAWCUT EDGES

(TYP.)

PATCH

BEYOND

1'-0"

1"

FOR 28 DAYS

PATCH HAS CURED

INHIBITOR AFTER

APPLY CORROSION

(TYPICAL)

OF REPAIR

SAWCUT EDGES

(TYP.)

PATCH

BEYOND

1'-0"

FOR 28 DAYS

PATCH HAS CURED

INHIBITOR AFTER

APPLY CORROSION

INHIBITOR (SURFACE APPLIED)

CONCRETE REPAIR WITH CORROSION

CONCRETE REPAIR DETAILS

(TYP.)

CLASS AA CONCRETE

PNEUMATICALLY PLACED MORTAR

TO REINFORCING

INHIBITOR DIRECTLY

APPLY CORROSION

REINFORCEMENT

OR REPLACE


LINES OF STRUCTURE

FINISH TO ORIGINAL

LINES OF STRUCTURE

FINISH TO ORIGINAL

(TYP.)

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

6 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

005-3

374704-A

BU

T_

04.d

gn

B006

ABUTMENT DETAILS

DETAIL OF PILE REPAIR

DETERIORATED PILE

SEAT AS REQUIRED TO EXPOSE

NOTCH BOTTOM OF BRIDGE

EXISTING ABUTMENT SEAT

! PILE

¼TYPICAL

FLANGE SPLICE WELD DETAIL

Ã"

Ã"

45°

EXISTING FLANGE

{ ½X10"

SECTION THRU PILE

¼

PURPOSES ONLY.

LENGTH SHOWN IS FOR ESTIMATION

FIELD VERIFY EXTENT OF SECTION LOSS.1

1

1

1

1

SHEET 5 OF 5

ABUTMENT PILE REPAIR DETAILS

ENCASEMENT

1'-9" PILE

{ ½"X5"X1'-3"

{ ½"X5"X1'-0"

{ ½"X5"X1'-3"

{ ½"X5"X1'-0"

TYP.

3"

1'-9

"

4'-0" PIL

E E

NC

AS

EM

EN

T

FABRIC

WELDED WIRE

6x6 - W4.0xW4.0

WITH 6" MIN. LAP

WELDED WIRE FABRIC

6x6 - W4.0xW4.0

NOTE:

UNIT PRICE OF "(PL) REPAIR BRIDGE ITEM (TYPE B)".

STEEL FOR PILE ENCASEMENT TO BE INCLUDED IN THE CONTRACT

CLASS A CONCRETE AND WELDED WIRE FABRIC REINFORCING

CONDITIONS PERMIT. ALL COSTS OF EXCAVATION, FORMS,

FORMS FOR ENCASEMENT MAY BE OMITTED WHEN SOIL

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

6 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

006-3

374704-A

BU

T_

05.d

gn

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:2

7 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

007-3

374704-PIE

R_

01.d

gn

B007

LEGEND

(INDICATED BY HEAVY LINES)

AND SIDES OF PIER CAP.

APPLIED TO BOTTOM, ENDS,

WATER REPELLENT TO BE

6"

NOTE:

WATER REPELLENT TREATMENT DETAIL

PIER NO. 2 REPAIR DETAILS

PIER NO. 1 REPAIR DETAILS

0.3 S.Y.

PIER DETAILS

SOUTH FACE ELEVATION NORTH FACE ELEVATION

NORTH FACE ELEVATIONSOUTH FACE ELEVATION

1.0 S.Y.

2.4 S.Y.


AT AREAS TO RECEIVE ELASTOMERIC COATING.

DO NOT APPLY WATER REPELLENT TREATMENT

0.3 S.Y.0.3 S.Y.

NOTE:

FOR CONCRETE REPAIR DETAILS, SEE SHEET B005.

CORROSION INHIBITOR (SURFACE APPLIED)

CONCRETE REPAIR WITH

ITEM UNIT TOTAL

SF

SY

SY 1.90 2.40 4.30

ELASTOMERIC COATING


SY 2.90 3.60 6.50(SP) CORROSION INHIBITOR (SURFACE APPLIED)

PIER QUANTITIES

NO. 1

PIER

NO. 2

PIER

(PL) REPAIR BRIDGE ITEMS

185.00

21.00

185.00

21.00 42.00

370.00

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/2

6/2

020

8:0

2:5

9 A

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

008-3

374704-S

UP

ER

ST

RU

CT

UR

E_

01.d

gn

B008


TYPICAL SECTION

AS INDICATED BY HEAVY LINE

APPLY TO EXISTING BRIDGE DECK

DECK AREA SEALED (FLOOD COATS)

26'-0" CLEAR ROADWAY

FRAMING PLAN

ABUTMENT NO. 2

FRONT FACE BACKWALL

ABUTMENT NO. 1

FRONT FACE BACKWALL

! BRG.

! PIER NO. 1! BRG.

! PIER NO. 2

! BRG.

! BRG.

1

2

3

4

SPAN NO. 1 SPAN NO. 2 SPAN NO. 3


REPLACE BEARING ASSEMBLY

SHEET 1 0F 2

TYPICAL SECTION AND REPAIR LOCATION DETAILS

(TYPICAL)

(PL) REPAIR BRIDGE ITEM (TYPE A)

PATCH DELAMINATED AREAS

BEARING STIFFENER

½" {

Ê"

"411 "2

11

BOTTOM \

Ç

KEEPER PLATE DETAIL

NOTE:

OF "(PL) REPAIR BRIDGE ITEM (TYPE C)".

ALL COSTS IN THE CONTRACT UNIT PRICE

ORIGINAL VERTICAL POSITION. INCLUDE

WITH RESETTING THE BEARINGS TO THEIR

REPLACE KEEPER PLATES THAT CONFLICT

PROVIDE KEEPER PLATES AS SHOWN TO

"211

LINE WITH WATER REPELLENT (TYPICAL)

TREAT SURFACES INDICATED BY HEAVY

PROFILE GRADE LINE













ITEM UNIT

SY

TOTAL

SY

SY

SY


EA

EA

SUPERSTRUCTURE REPAIR QUANTITIES

CLASS B BRIDGE DECK REPAIR

CLASS C BRIDGE DECK REPAIR

DECK AREA SEALED (FLOODCOATS)

20.00

20.00

136.00

393.00

6.00

1.00

EAPAINTING EXISTING STRUCTURES 1.00

EA 1.00COLLECTION AND HANDLING OF WASTE

EA 1.00(PL) REPAIR BRIDGE ITEM (TYPE A)



1.00(PL) FALSEWORK JACKING LSUM

L3X3XÀ (TYP.)ST 5 WF 10.5 (TYP.)

{ ÁX12X1'-0" (TYP.)

{ ÁX10½X1'-0" (TYP.)

(TYPICAL)

AND CROSS FRAME STIFFENERS PLATES

PAINT CROSS FRAMES, GUSSET PLATES

ST 10 WF 31 (TYP.)

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:3

0 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

009-3

374704-S

UP

ER

ST

RU

CT

UR

E_

02.d

gn

B009

TU

RN

ED R

OLLE

R

UN

TU

RN

ED R

OLLE

R

¼''¼''

1'-0

Ã"

TU

RN

ED R

OLLE

R

UN

TU

RN

ED R

OLLE

R

Ã''

Å'' DIA.

1'' DIA.


(TYP.)

FOR 1'' ¸ ANCHOR BOLT

1½'' x 3'' SLOTTED HOLE

ELEVATION

(TYP.)

KEEPER BAR

1¼'' ¸ FOR

1''

10½

"

DETAIL OF EXPANSION SHOES

PLAN OF EXPANSION BEARING PLATE END VIEW

DETAIL A

TU

RN

ED R

OLLE

R

UN

TU

RN

ED R

OLLE

R

1'-0

Ã"

TU

RN

ED R

OLLE

R

UN

TU

RN

ED R

OLLE

R

10½

"

Ã''

STEEL PIPE

10" EXTRA STRONG

WELD TO PIPE & STIFFENER {

1" SQUARE KEEPER BAR

1" STIFFENER {

(DU

RO 6

0)

NE

OP

RE

NE P

AD

(DU

RO 6

0)

NE

OP

RE

NE P

AD

Ã''

(DU

RO 6

0)

NE

OP

RE

NE P

AD

¼" ¼"¼" ¼"

Ã''

(DU

RO 6

0)

NE

OP

RE

NE P

AD

ELEVATION END VIEW

1" SQUARE KEEPER BAR

SHEET 2 0F 2

BEARING REPLACEMENT DETAILS

6"

10"

4"

4"

8"

1"1" "411'-0

9" ¼''¼''

9"

1"

"211'-6

"211'-10

"21 1

"8

511

"211'-10"8

36 "836"8

74 "874

2"

2"

2" 2"

"8

511

"21 1

"21 1

"4

310

1'-0 Á''

"8

31'-0

"4

310

2'-1"

9"

1"

9''

"411'-1"8

34 "834 "2

11"211

Å''

1"

(TYP.)

2 HEX. NUTS

WASHER

ANCHOR BOLT DETAIL

1'-3" EMBEDMENT

1" ¸ BOLT

1'-9"

SECTION THRU ROLLER

"21

10Ã

"Ã

"

"4

310

R = 1'-0

"

NOTE:ROLLER TO BE TURNED TO 1'-0" RADIUS

À

À

2'-1"

EMBED 1'-3" MINIMUM INTO CONCRETE

1" ¸ ANCHOR BOLTS

EMBED 1'-3" MINIMUM INTO CONCRETE

1" ¸ ANCHOR BOLTS EMBED 1'-3" MINIMUM INTO CONCRETE

1" ¸ ANCHOR BOLTS

MILL TO BEAR

DETAIL OF FIXED SHOES

PLAN OF FIXED BEARING PLATE

"21 1

1" WEB { { 1½"X5"X0'-11¼"

1" WEB {

{ 1½"X5"X0'-11¼"

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:3

2 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

010-3

374704-S

UP

ER

ST

RU

CT

UR

E_

03.d

gn

B010


EXPANSION JOINT REPLACEMENT DETAILS

SHEET 3 OF 3

3"

"8

36

2" "851 "8

73 "851

"416

3"

1"R

1"R

1"R1"

R 1"R

1"R

"211

R

"818

ITEM UNIT

LF

LB

CY

NO. 1

ABUT.

NO. 2

ABUT.

LB

2.20 2.20 4.40

MARK SIZE

#5

#4

#5

NO. FORM LENGTH

24 BNT.

BNT.

6

6

38

5'-4"

LENGTH VARIATION

5'-1"

2'-0"

(ONE SHOWN; TWO REQUIRED)


#5 BNT.

BNT.

EJ #5 x 15'-10"

W3 ANCHOR BAR DETAIL W4 ANCHOR BAR DETAIL L2 SUPPORT BAR DETAIL

1'-0" 1'-6"

EXPANSION JOINT QUANTITIES

EXISTING REINFORCING

CLEAN AND REUSE

BEAM END

EXISTING

EXPANSION JOINT REMOVAL DETAILOVER BEAMS

EXPANSION JOINT REPAIR DETAIL

BEAM END

EXISTING

FOR BAR BEND

SEE STD. EJ-DTL

L1 SUPPORT BAR

AND EJ-DTL

SEE STD. EJ-SQ

SEALED EXP. JT.

1

JOINT SETTING SCHEDULE THIS SHEET

FOR SLAB OPENING, SEE EXPANSION

1

SEALED EXPANSION JOINT

STRUCTURAL STEEL


S #4 x 2'-0"

BARS EXCEPT AT BEAMS

PLACE BETWEEN W3 & W4

S BARS @ 16" IN PAIRS

BAR

L2 SUPPORT

EXPANSION JOINT BAR LIST

EACH END

7 - EJ #5

EACH END

5 - EJ #5

EACH END

7 - EJ #5

EACH END

5 - EJ #5

1'-0"

3"

WELDED STUD

2 - Å" ¸ x 4"

½" 4"

3" 6" 3"

"21 1

"21 1

WELDED STUD

BACKWALL SUPPORT PLATE

EJ

F1

15'-10"

BARS (TYPICAL EACH SIDE)

ALTERNATE W4 WITH W3

EXCEPT AT BEAMS

W3 AND W4 BARS @ 16"

1

EQUAL SPA.

3 - F1 & F2 #5

2'-0"

"8

52

R

2'-5"

1'-10"

8"

1'-2"

1'-8

"

148̂

F2

S

1

10

1'-4"

161°

14'-6"

8"

8"

SETTING SCHEDULE

EXPANSION JOINT

TEMPERATURE ^F

OPENING

JOINT

771É"

60

432Ã"

272¼"

102Á"

2"

931¾"

1Å"

F1 #5 x 5'-1" F2 #5 x 5'-4"

SEE BACKWALL SUPPORT PLATE DETAIL

AND PLACED IN LINE WITH ! BEAM SPACING.

SUPPORT { DOWELLED INTO BACKWALL

1'-8

"11"

2"

2'-9"

1'-6"

F1 # 5

F2 #5

ABUT. NO. 1

60

14

ABUT. NO. 2

110

106

BRIDGE DECK

ABUTMENT

7"

6¾

"

¾"

TOTAL

AT BRIDGE DECK

SECTION THRU PARAPET

AT ABUTMENT WING

SECTION THRU PARAPET

1'-0

"

REMOVAL REMOVAL

RE

MO

VA

L

TO

P O

F W

ING 32.08 30.85 62.93

LFCONCRETE PARAPET 8.00 5.00

BACKWALL

ABUTMENT

1'-0

"

H.E.S. CONCRETE CLASS AA

8"

REINFORCING

EXISTING WING




REINFORCING (TYPICAL)

EXISTING LONGITUDINAL






EXPANSION JOINT REPAIR DETAIL

2"7" 2"7"

CORNER, SEE SHEET B003 & B004 FOR DETAILS

TYPICAL EXCEPT FOR ABUTMENT NO. 1 SOUTHEAST

CORNER, SEE SHEET B003 & B004 FOR DETAILS

TYPICAL EXCEPT FOR ABUTMENT NO. 1 SOUTHEAST

"211 "8

11

"21 1

"8

7 1

"211 "8

11

"21 1

"8

55

"8

36

520.00 520.00 1,040.00

30.00 30.00 60.00

13.00

NOTE:

LINEAR FOOT OF "SEALED EXPANSION JOINT".

AND ALL COSTS TO BE INCLUDED IN THE UNIT PRICE BID PER

SUBSECTION 509.04(D)3 OF THE STANDARD SPECIFICATIONS

DOWELING OF WELDED STUDS WILL BE IN ACCORDANCE WITH

REINFORCING

EXISTING LONGITUDINAL


FROM PARAPET AND WING



NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:3

3 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

011-3

374704-S

LO

PE

WA

LL_

01.d

gn

B011

SLOPE WALL DETAILS

4"

½"

EXISTING PANELPANEL

REPLACEMENT

(SEE STD. LECS-4)

SEAL PANEL JOINT

6x6 - 10/10 WWF

LEGEND

ITEM UNIT TOTAL

SY

LF

LF

SLOPEWALL NO. 1 SLOPEWALL NO. 2

RAPID CURE JOINT SEALANT 143.30 143.70 287.00

SLOPE WALL NO. 1 SLOPE WALL NO. 2

LENGTH AND WIDTH)

(MATCH EXISTING SLOPEWALL

NEW SLOPE WALL PANEL

1'-6

"

1'-0"

3"

1'-3

"3"

4"

6x6 -10/10 WWF

1"

SLOPE WALL PLAN

SLOPE WALL PANEL JOINT DETAIL

MATCH EXISTING PANEL LENGTH

ABUTMENT

BRIDGE SEAT

SEAL JOINT AT

1'-0"

PROFILE GRADE LINE

CONCRETE JOINT SEALING

SLOPE WALL (4")

TO BE REMOVED

EXISTING SLOPE DRAIN

TO BE LEFT IN PLACE

EXISTING SLOPE WALL

TO BE LEFT IN PLACE

EXISTING SLOPE WALL

PANEL JOINTS

SEAL SLOPE WALL

PANEL JOINTS

SEAL SLOPE WALL

CONCRETE JOINT SEALING

BRIDGE SEAT AND SLOPE WALL

SEAL JOINT BETWEEN

BRIDGE SEAT AND SLOPE WALL

SEAL JOINT BETWEEN

SLOPE WALL REPLACEMENT DETAIL

SLOPE WALL QUANTITIES

BACKFILL

UNCLASSIFIED

LINE

EXISTING GROUND

(18" LAP WHERE NECESSARY)

2 - #4 BARS CONT.

10 L.F.10 L.F.

10 L.F.

10 L.F.

20 L.F.

5 L.F.

5 L.F.6 L.F.

10 L.F.10 L.F.

20'-0"

WIDTH)

(MATCH EXISTING SLOPEWALL

NEW SLOPE WALL PANEL

SLOPE WALL REPLACEMENT

68.00

20.00 76.00

17.80 85.80

96.00

NO

SHEETFISCAL


DIST NO

FED ROAD

* OKLA ****** ** ___

SHEETS

TOTAL


Checked

Drawn

Design

Approved

Squad 33747(04)


2/1

1/2020

5:2

2:3

4 P

MI:\O

KC\P

RJ\0

00015485\D

GN\T

O3\B

012-3

374704-D

RAIN

_01.d

gn

B012

DRAINAGE DETAIL


EXISTING CURB

(TYPICAL)

6'-0" RADIUS

4'-0" 4"4"

4"

5'-0"

4"

LE

NG

TH T

O B

E S

ET I

N T

HE FIE

LD D

ET

ER

MIN

ED B

Y S

LO

PE O

F T

HE H

EA

DE

R

(TYPICAL)

8" CONCRETE CURB

A

A

SECTION A-A

B B

SECTION B-B

4'-0"

2'-0" 1'-0"1'-0"

6"

4"

WIRE MESH

6" X 6" W1.4 X W1.4

4" 5'-0" 4"

2'-0"

2'-0"

1'-0

"

1'-0"

TO MATCH DRAIN

TRANSITION CURB

PAVEMENT

AT TOP EDGE OF ROADWAY

SET FLOW OF DRAIN

WIRE MESH

6" X 6" W1.4 X W1.4

BREAK IN HEADER

BREAK SLOPE DRAIN AT

AT TOE OF HEADER

SET BASE OF DRAIN

11

1

1

1 SLOPE TO MATCH SLOPE OF HEADER

4'-0" CONCRETE SLOPE DRAIN

FOR "REMOVAL OF BRIDGE ITEMS"

COST TO BE INCLUDED IN PAY ITEM

SAW CUT EXISTING CURB (TYP.)

NOTE:

IN THE FIELD BY THE ENGINEER.

LOCATION OF SLOPE DRAINS TO BE DETERMINED

NOTE:

WILL BE INCLUDED IN THE BRIDGE PAY ITEM FOR "CLASS C CONCRETE".

ALL COSTS TO CONSTRUCT THE CURBS INCLUDING REINFORCING STEEL

USING CLASS C CONCRETE AS SHOWN IN "DETAIL OF CONCRETE CURB".

A 8" CONCRETE CURB WILL BE CONSTRUCTED AS SHOWN ON THIS SHEET

ITEM FOR "CLASS C CONCRETE".

DRAINS, SPLASH BASINS AND CURBS WILL BE INCLUDED IN THE BRIDGE PAY

CLASS C CONCRETE AS SHOWN ON THIS SHEET. ALL COSTS OF THE SLOPE

SLOPE DRAINS, SPLASH BASINS AND CURBS WILL BE CONSTRUCTED USING

DETAIL OF CONCRETE CURB

8"

CLASS C CONCRETE

(LAPS WILL BE 2'-0")

#4 BAR PLACED AS SHOWN

#4 X 11" LONG AT 2'-0" CENTERS

4"

EXISTING PAVEMENT

TOP OF 8" CONCRETE CURB

TOP OF EXISTING PAVEMENT

SLOPE DRAIN PLAN

SPLASH BASIN

SLOPE DRAIN AND

CONSTRUCT NEW

SPLASH BASIN

SLOPE DRAIN AND

CONSTRUCT NEW

Design

Squad

Approved

Checked

Drawn


SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)


T001

NO SCALE

1000'

1

2

3

4

5

6

7

CG20-1A (4 MILES)

CS-18E

CS-17E

CS-16E

SP-1

CW20-1 (1 1/2 MILE)

CW20-1 (1 MILE)

CW20-1 (2 MILE)

2640'

2640'

S.

ME

RIDIA

N A

VE.

152

1000'

INTERSTATE

44

3

S.W. 59TH ST.

.TS

HT

4

5 .W.

S

WIL

L R

OG

ER

S E

XP

Y.

.YPX

E TSE

WHTU

OS

7

7

61

7

THRU

1

6THRU

1

6

THRU

240

INTERSTATE

3

INTERSTATE

44

1000'

1000'

ADVANCED WARNING SIGNING DETAIL


LEGEND

SIGN

TYPE III BARRICADES

PORTABLE CHANGEABLE MESSAGE SIGN

FLOW OF TRAFFIC

2 MILES FROM WORK ZONE

SPEED MONITORING DEVICE

MESSAGE BOARD AND

PORTABLE CHANGEABLE

Design

Squad

Approved

Checked

Drawn


SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)


T002

INTERSTATE

44

3

152

NO SCALE

WORK ZONE

5'-0"

52" 4"4"

5'-0"

52" 4"4"

6'-0"

5"

8" B

5"

8"

6" C

6"

8" C

6"

8" C

6"

1'-6

"18

"34"

6"

6"

8" C

5'-5" 5'-5"49"

5'-0"

TH = 1"

R = 3"

BORDER

SPECIAL SIGN "A"

WHITE (REFLECTORIZED)

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND AND BORDER.

COLOR:

5"

8" B

5"

8"

6" C

6"

8" C

6"

8" C

6"

6'-0"

1'-6

"18

"34"

6"

6"

8" C

5'-5" 5'-5"49"

5'-0"

TH = 1"

R = 3"

BORDER

SPECIAL SIGN "B"

WHITE (REFLECTORIZED)

BACKGROUND:

BLACK (NON-REFLECTORIZED)

LEGEND AND BORDER.

COLOR:

TH = 1"

R = 1.5"

BORDER

TH = 1"

R = 1.5"

BORDER

SPECIAL SIGN "B"

SPECIAL SIGN "A"

CW

26-1T

CW

26-1T

M4-8E

IM3-2E

IM1-1E

IM6-3E

3

M3-4E

M1-6E

M4-8E

IM3-2E

IM1-1E

3

M3-4E

M1-6E

IM6-1E(L)

M4-8

E

IM3-2

E

IM1-1E

3

M3-4

E

M1-6

E

IM6-1E

(L)

M4-8

E

IM3-2

E

IM1-1E

3

M3-4

E

M1-6

E

IM5-1(L

)

M4-8E

IM3-2E

IM1-1E

3

M3-4E

M1-6E

IM6-1E(L)

M4-8E

IM3-2E

IM1-1E

3

M3-4E

M1-6E

IM5-1(L)

M4-8E

IM3-2E

IM1-1E

IM6-3E

3

M3-4E

M1-6E

M4-8A

IM3-2E

IM1-1E

3

M3-4E

M1-6E

R11-2

TYPE "A" LIGHTS

(3) TYPE III BARRICADES

I-44 EAST DETOUR SIGNING DETAIL


CONSTRUCTION SIGN - 1

M4-8

IM3-2E

LEGEND

SIGN

TYPE III BARRICADES

FLOW OF TRAFFIC

Design

Squad

Approved

Checked

Drawn


SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)


T003

NO SCALE

ARROW DISPLAY

2640'1000'

1000'

152

W20-5

W20-5 W

4-2

L

DRUMS @ 50' C/C

720' MERGING TAPER

1000'

(SEE SHEET T001)

ADVANCED WARNING SIGNING

R11-2

TYPE "A" LIGHTS


SUGGESTED TRAFFIC CONTROL DETAILSI-44 EAST RAMP CLOSURE SIGNING DETAIL

100' C/C

CHA

NNELIZ

ER C

ONES

R11-2

TYPE "A" LIGHTS


LEGEND

SIGN

TYPE III BARRICADES

DRUM

CHANNELIZER

EDGE LINE

4" SOLID YELLOW

Design

Squad

Approved

Checked

Drawn


SHEETS

TOTAL

NO

SHEETFISCAL


FED ROAD

DIST NO

OKLA* ***** **

$$

DA

TE$$

$$P

RF$$

$$

DG

N$$

OKLAHOMA COUNTY

33747(04)


T004

NO SCALE

INTERSTATE

44

INTERSTATE

44

33

152 152

WORK ZONE

ARROW DISPLAY

CW3-5(50)

W4-2L

W20-5

W20-5

C/C '

05

@ S

MU

RD

1000'

1500'

500'

INTERSTATE

44

INTERSTATE

44

DR

UM

S @ 5

0' C/C

720' M

ER

GIN

G T

APE

R

1500'

1000'

1500'

EN

OZ

RE

FF

UB '

515

EN

OZ

RE

FF

UB '

512

C/C '

05

@ S

MU

RD

RE

PA

T G

NIT

FIH

S '0

03

C/C '

05

@ S

MU

RD

DR

UM

S @ 5

0' C/C

720' M

ER

GIN

G T

APE

R

LANE CLOSED

152 WEST RAMP RIGHT

500'

W1-4L

WORK ZONE

BARRIER

LONGITUDINAL

100' PORTABLE

IMPACT ATTENUATOR

CONSTRUCTION ZONE

IMPACT ATTENUATOR

CONSTRUCTION ZONE

BARRIER

LONGITUDINAL

100' PORTABLE

R2-1E

CS-13E

CS-14E

CONST

RUCTIO

N SIGN

-1

CONST

RUCTIO

N SIGN

-1

(SEE SHEET T001)

ADVANCED WARNING SIGNING

(SEE THIS SHEET)

RAMP LANE SHIFT SIGNING

SUGGESTED TRAFFIC CONTROL DETAILSSH-152 WEST RAMP LANE SHIFT SIGNING DETAIL

LEGEND

SIGN

TYPE III BARRICADES

PORTABLE LONGITUDINAL BARRIER

CONSTRUCTION ZONE IMPACT ATTENUATOR

DRUM

EDGE LINE

4" SOLID YELLOW

EDGE LINE

4" SOLID WHITE

EDGE LINE

4" SOLID YELLOW

0001-3374704-TITLEAB01-3374704-BRIDGEGENNOTES_01AB02-3374704-BRIDGEPAYQUANT_01AE01-3374704-ENVIRONMENTAL NOTESAR01-3374704-ROADWAYPAYQUANTNOTESAT01-3374704-TRAFFICPAYQUANTNOTESB001-3374704-GENPLAN_01B002-3374704-ABUT_01B003-3374704-ABUT_02B004-3374704-ABUT_03B005-3374704-ABUT_04B006-3374704-ABUT_05B007-3374704-PIER_01B008-3374704-SUPERSTRUCTURE_01B009-3374704-SUPERSTRUCTURE_02B010-3374704-SUPERSTRUCTURE_03B011-3374704-SLOPEWALL_01B012-3374704-DRAIN_01T001-3374704-SH-152 ADV WARNT002-3374704-SH-152 DETOURT003-3374704-SH-152 RAMP CLOSE 44 EASTT004-3374704-SH-152 WEST RAMP TAPER

Documents

BRIDGE REHABILITATION PROJECT AB02 SUMMARY OF BRIDGE … · existing bridge "a" ; nbi no. 18725 ; location no. 5505 0148 xr v t³ t (dhv) t (aadt) d k (dhv/adt) adt 2050 adt 2020