PLANS-STRUCTURES.pdf

PROJECT LOCATION

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GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2026-27 Standard Specifications

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2026-27 Standard Plans for Road and

WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371 https://owpbstandardmap.fdot.gov/?query=PROJECT LOCATION URL:

BEGIN MP 0.499 - END MP 0.522

NONE

BR#154572 MP 0.499 - MP 0.522

NONE

PROJECT LIMITS:

EXCEPTIONS:

BRIDGE LIMITS:

RAILROAD CROSSING:

(FEDERAL FUNDS)

STRUCTURE PLANS

ROADWAY PLANS

KEY SHEET OF EACH COMPONENT

A DETAILED INDEX APPEARS ON THE

P.I.D. NUMBER 005749A

NO.

SHEET

YEAR

FISCAL

3:28:39 PM c:\users\public\mbipw\5\dms22343\KeySheet01.dgnPavan.Gajula 5/27/2026

STRUCTURE PLANS

PINELLAS COUNTY

PUBLIC WORKS

CONTRACT PLANS

FINANCIAL PROJECT ID 445437-1-58-01

PINELLAS COUNTY (1500435)

RIDGEMOOR BLVD AND BROOKER CREEK AT BROOKER CREEK BRIDGE NO.154153

SEE SHEET B-3 FOR INDEX OF SHEETS

RAFAL KADAJ, P.E.

B-1

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

BRIDGE REPLACEMENT

VENDOR NUMBER: F251228638

CONTRACT NUMBER: CAE83

PHONE: 813-466-6000

TAMPA, FL 33607

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

P.E. LICENSE NUMBER: 58721

PATRICIO G. ORELLANA, PE

BRIDGE NO. 154572

INDEX OF STRUCTURE PLANS

ENGINEER OF RECORD:

STRUCTURE PLANS

CONTRACT PLANS COMPONENTS

PROJECT MANAGER:

PINELLAS COUNTY

https://owpbstandardmap.fdot.gov/?query=WorkProgram_Tbl15_Dissolved_2004,itemseg,4454371

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STATE OF

No 58721

ESNECIL A

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STATE OF

No 50733

ESNECIL

NAMTS

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NIGNE LANOIS

SEF

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ADIROL

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STATE OF

No 56982

ESNECIL

DAENS .Q LUAP

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NIGNE LANOIS

SEF

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F

B-2

SIGNATURE SHEET

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

PINELLAS

445437-1-58-01

PUBLIC WORKS

PINELLAS COUNTY08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

STRUCTURE PLANS

SHEET PILE WALL TW-2 CONTROL DRAWINGBW-7

SHEET PILE WALL TW-1 CONTROL DRAWINGBW-6

SHEET PILE WALL SECTION AND DETAILSBW-5

SHEET PILE WALL W-2 CONTROL DRAWINGBW-4

SHEET PILE WALL W-1 CONTROL DRAWINGBW-3

SHEET PILE WALL DATABW-2

SHEET PILE WALL GENERAL NOTESBW-1

LOAD RATING SUMMARY TABLEB1-35

REINFORCING BAR LIST (2 OF 2)B1-34

REINFORCING BAR LIST (1 OF 2)B1-33

APPROACH SLABSB1-32

BEAM DATA TABLEB1-31

SUPERSTRUCTURE DETAILS (4 OF 4)B1-30

SUPERSTRUCTURE DETAILS (3 OF 4)B1-29

SUPERSTRUCTURE DETAILS (2 OF 4)B1-28

SUPERSTRUCTURE DETAILS (1 OF 4)B1-27

SUPERSTRUCTURE SECTIONB1-26

SUPERSTRUCTURE PLAN (2 OF 2)B1-25

SUPERSTRUCTURE PLAN (1 OF 2)B1-24

FRAMING PLANB1-23

FINISH GRADE ELEVATIONS (3 OF 3)B1-22

FINISH GRADE ELEVATIONS (2 OF 3)B1-21

FINISH GRADE ELEVATIONS (1 OF 3)B1-20

INTERMEDIATE BENT DETAILSB1-19

INTERMEDIATE BENTB1-18

END BENT DETAILS (2 OF 2)B1-17

END BENT DETAILS (1 OF 2)B1-16

END BENT 3B1-15

END BENT 1B1-14

PILE DATA TABLEB1-13

FOUNDATION LAYOUTB1-12

CONSTRUCTION SEQUENCE (4 OF 4)B1-7

CONSTRUCTION SEQUENCE (3 OF 4)B1-6

CONSTRUCTION SEQUENCE (2 OF 4)B1-5

CONSTRUCTION SEQUENCE (1 OF 4)B1-4

TYPICAL SECTIONB1-2

PLAN AND ELEVATIONB1-1

GENERAL NOTES (2 OF 2)B-5

GENERAL NOTES (1 OF 2)B-4

INDEX OF SHEETSB-3

SIGNATURE SHEETB-2

KEY SHEETB-1

SHEET DESCRIPTIONSHEET NO.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

MICHAEL BAKER INTERNATIONAL, INC.

4010 WEST BOY SCOUT BLVD., SUITE 400

TAMPA, FLORIDA 33607

PATRICIO G. ORELLANA, P.E. NO. 58721

STRUCTURE PLANS

REPORT OF CORE BORINGS (4 OF 4)B1-11

REPORT OF CORE BORINGS (3 OF 4)B1-10

REPORT OF CORE BORINGS (2 OF 4)B1-9

REPORT OF CORE BORINGS (1 OF 4)B1-8

SIGNATURE SHEETB-2

SHEET DESCRIPTIONSHEET NO.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

AREHNA ENGINEERING, INC.

5012 WEST LEMON STREET

TAMPA, FLORIDA 33609

KIRK M. EASTMAN, P.E. NO. 50733

STRUCTURE PLANS

BRIDGE HYDRAULIC RECOMMENDATION SHEETB1-3

SIGNATURE SHEETB-2

SHEET DESCRIPTIONSHEET NO.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

MICHAEL BAKER INTERNATIONAL, INC.

200 E. ROBINSON STREET, SUITE 250

ORLANDO, FLORIDA 32801

PAUL Q. SNEAD, P.E. NO. 56982

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

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B-3

INDEX OF SHEETS

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

INDEX OF SHEETS

GENERAL NOTES (2 OF 2)B-5

GENERAL NOTES (1 OF 2)B-4

INDEX OF SHEETSB-3

SIGNATURE SHEETB-2

KEY SHEETB-1

GENERAL SHEETS: RIDGEMOOR BLVD. OVER BROOKER CREEK (BRIDGE NO. 154572): STANDARD PLANS FOR BRIDGE CONSTRUCTION

SHEET PILE WALL TW-2 CONTROL DRAWING BW-7

SHEET PILE WALL TW-1 CONTROL DRAWING BW-6

SHEET PILE WALL SECTION AND DETAILS BW-5

SHEET PILE WALL W-2 CONTROL DRAWING BW-4

SHEET PILE WALL W-1 CONTROL DRAWING BW-3

SHEET PILE WALL DATA BW-2

SHEET PILE WALL GENERAL NOTES BW-1

LOAD RATING SUMMARY TABLE B1-35

REINFORCING BAR LIST (2 OF 2) B1-34

REINFORCING BAR LIST (1 OF 2) B1-33

APPROACH SLABS B1-32

BEAM DATA TABLE B1-31

SUPERSTRUCTURE DETAILS (4 OF 4) B1-30

SUPERSTRUCTURE DETAILS (3 OF 4) B1-29

SUPERSTRUCTURE DETAILS (2 OF 4) B1-28

SUPERSTRUCTURE DETAILS (1 OF 4) B1-27

SUPERSTRUCTURE SECTION B1-26

SUPERSTRUCTURE PLAN (2 OF 2) B1-25

SUPERSTRUCTURE PLAN (1 OF 2) B1-24

FRAMING PLAN B1-23

FINISH GRADE ELEVATIONS (3 OF 3) B1-22

FINISH GRADE ELEVATIONS (2 OF 3) B1-21

FINISH GRADE ELEVATIONS (1 OF 3) B1-20

INTERMEDIATE BENT DETAILS B1-19

INTERMEDIATE BENT B1-18

END BENT DETAILS (2 OF 2) B1-17

END BENT DETAILS (1 OF 2) B1-16

END BENT 3 B1-15

END BENT 1 B1-14

PILE DATA TABLE B1-13

FOUNDATION LAYOUT B1-12

REPORT OF CORE BORINGS (4 OF 4) B1-11

REPORT OF CORE BORINGS (3 OF 4) B1-10

REPORT OF CORE BORINGS (2 OF 4) B1-9

REPORT OF CORE BORINGS (1 OF 4) B1-8

CONSTRUCTION SEQUENCE (4 OF 4) B1-7

CONSTRUCTION SEQUENCE (3 OF 4) B1-6

CONSTRUCTION SEQUENCE (2 OF 4) B1-5

CONSTRUCTION SEQUENCE (1 OF 4) B1-4

BRIDGE HYDRAULIC RECOMMENDATION SHEET B1-3

TYPICAL SECTION B1-2

PLAN AND ELEVATION B1-1

CONDUIT DETAILS - EMBEDDED630-010

27" CONCRETE PARAPET PEDESTRIAN/BICYCLE WITH BULLET RAILING521-820

TRAFFIC RAILING - (36" SINGLE-SLOPE)521-427

PEDESTRIAN/BICYCLE BULLET RAILING DETAILS515-022

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD458-110

24" SQUARE PRESTRESSED CONCRETE PILE455-024

SQUARE PRESTRESSED CONCRETE PILE - EDC INSTRUMENTATION455-003

SQUARE PRESTRESSED CONCRETE PILE SPLICES455-002

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS AND NOTES455-001

TYPE II BEAMS

BEARING PLATES (TYPE 2) - PRESTRESSED FLORIDA-I AND AASHTO450-512

PRESTRESSED I-BEAMS BUILD-UP AND DEFLECTION DATA450-199

FLORIDA-I 36 BEAM - STANDARD DETAILS450-036

FLORIDA-I BEAM - TYPICAL DETAILS AND NOTES450-010

BAR BENDING DETAILS (STEEL)415-001

AND AASHTO TYPE II BEAMS

400-510 COMPOSITE ELASTOMERIC BEARING PADS - PRESTRESSED FLORIDA-I

APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES)400-090

102-110 TYPE K TEMPORARY CONCRETE BARRIER SYSTEM

EXISTING BRIDGE PLANS

BRIDGE NO. 154153 RIDGEMOOR BLVD. OVER BROOKER CREEKBX-1 THRU BX-11

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

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GN.09

SURFACE TO A FULL AMPLITUDE OF APPROXIMATELY 1/4" FOR BONDING.

FDOT SPECIFICATIONS 450-10.5.2 AND SHALL PRODUCE A ROUGHENED

THE TOP SURFACE OF THE BEAM SHALL BE ROUGHENED AS PER

PRESTRESSED BEAMS:

GN.10. CONCRETE COVER:

B. STAY-IN-PLACE FORMS ARE NOT ALLOWED AT DECK CANTILEVERS.

FORMS AND THE CONCRETE REQUIRED TO FILL THE FORM FLUTES.

AREA OF THE METAL FORMS FOR THE UNIT WEIGHT OF THE METAL

A. DESIGN INCLUDES ALLOWANCE FOR 20 PSF OVER THE PROJECTED PLAN

. STAY-IN-PLACE FORMS:

GN.08.

B-4

GENERAL NOTES (1 OF 2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

GN.04. ENVIRONMENT:

VERTICAL DATUM OF 1988 (NAVD 88).

ALL ELEVATIONS ARE IN FEET AND ARE BASED ON NORTH AMERICAN

GN.03. VERTICAL DATUM:

FY 2026-27, AS AMENDED BY CONTRACT DOCUMENTS.

B. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

APPENDED HEREIN.

A. FDOT FY 2026-27 STANDARD PLANS AND REVISED INDEX DRAWINGS AS

GN.02. GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

D. FDOT BRIDGE LOAD RATING MANUAL DATED JANUARY 2023.

C. FDOT DESIGN MANUAL DATED JANUARY 2026.

EDITION.

OFFICIALS (AASHTO), LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH

B. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

MANUAL DATED JANUARY 2026.

A. FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), STRUCTURES

GN.01. DESIGN SPECIFICATIONS:

NUMBER

BRIDGE

CONCRETE STEEL

SUBSTRUCTURE

SUPERSTRUCTURE

FINISHING MACHINE.

WIDTH AND 50 FEET IN LONGITUDINAL LENGTH CENTERED ON THE

3. CONSTRUCTION LIVE LOAD: 20 PSF EXTENDED OVER THE ENTIRE BRIDGE

OVERHANG: 6 INCHES

2. FINISHING MACHINE WHEEL LOCATION BEYOND THE EDGE OF DECK

1. FINISHING MACHINE LOAD: 11 KIPS

C. CONSTRUCTION LOADS:

HL-93 WITH DYNAMIC LOAD ALLOWANCE.

B. LIVE LOADS:

OMITTED FROM THE SECTION PROPERTIES USED FOR DESIGN.

THICKNESS INCLUDED IN THE DEAD LOAD OF THE DECK SLAB BUT

" DECK THICKNESS INCLUDES A ONE-HALF INCH SACRIFICIAL 2

6. THE 8

5. STAY-IN-PLACE FORMS (SEE NOTE 9)............................................. 20 PSF

4. ALUMINUM PEDESTRIAN/BICYCLE BULLET RAILING.......................10 PLF

3. PEDESTRIAN/BICYCLE CONCRETE PARAPET..................................225 PLF

2. TRAFFIC RAILING (36" SINGLE SLOPE)............................................430 PLF

1. REINFORCED CONCRETE......................................................................150 PCF

A. DEAD LOADS:

GN.06. DESIGN LOADINGS:

C. REDUNDANCY FACTOR..................................................................................Ŋ = 1.00

B. OPERATIONAL IMPORTANCE FACTOR........................................................Ŋ = 1.00

SERVICE, EXTREME EVENT AND FATIGUE LIMIT STATES.

A. LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH,

GN.05. DESIGN METHODOLOGY:

AGGRESSIVE

MODERATELY

154572

CRITERIA

CONTROLLING

1,600-4,000 OHMS-CM

RESISTIVITY =

pH = 6.5-6.9, AGGRESSIVE

SLIGHTLY

AGGRESSIVE

MODERATELY

MATERIAL

STRUCTURAL

TEMPERATURE (°F)

MEAN HIGH LOW RANGE

70105 35

(/°F)

THERMAL EXPANSION

COEFFICIENT OF

0.000006

CONCRETE GIRDERS

CONCRETE DECK ON

A. CONCRETE:

GN.07. MATERIALS:

" CHAMFERS ON ALL EXPOSED EDGES, U.N.O.4

3 PROVIDE

ALL CONCRETE SHALL BE IN ACCORDANCE WITH FDOT SPECS SECTION 346.

APPROACH SLABS AND BRIDGE DECK

PRESTRESSED CONCRETE PILES

PRESTRESSED CONCRETE BEAMS

II

II (BRIDGE DECK)

IN STRUCTURE

LOCATION OF CONCRETE

CONCRETE CLASS

VI 8500

STRENGTH (PSI)

COMPRESSIVE

MIN. 28-DAY

IV* 5500

V*

C.I.P. SUBSTRUCTURE AND BULKHEAD

TRAFFIC RAILING

C.

SHOWN TO THE FACE OF CONCRETE OR OTHER SURFACES.

TO CENTERLINE OF BARS EXCEPT WHERE THE CLEAR DIMENSION IS

2. ALL DIMENSIONS PERTAINING TO LOCATION OF REINFORCEMENT ARE

PER SPECIFICATIONS SECTION 931.

1. ALL REINFORCING STEEL SHALL CONFORM TO GRADE 60 CARBON STEEL

. REINFORCING STEEL:B

LOW-RELAXATION.

STRANDS SHALL MEET THE REQUIREMENTS OF ASTM A416, GRADE 270

PRESTRESSING STRANDS:

G. UNIFORM TEMPERATURE:

FDOT STRUCTURES DESIGN GUIDELINES SECTION 2.4.

WIND LOADS ARE IN ACCORDANCE WITH AASHTO SECTION 3.8 AND

F. WIND LOADS:

IN THE DESIGN.

NO ALLOWANCE FOR FUTURE WEARING SURFACE HAS BEEN INCLUDED

E. FUTURE WEARING SURFACE:

NO ALLOWANCE FOR UTILITIES HAS BEEN INCLUDED IN THE DESIGN.

D. UTILITIES:

8. CONSTRUCTION ACTIVE DESIGN WIND SPEED: 30 MPH

7. VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kz): 1.14

6. CONSTRUCTION INACTIVE DESIGN WIND SPEED: 90 MPH

LENGTH OF 20 FEET.

DURING DECK CASTING: 75 PLF APPLIED AS A MOVING LOAD OVER A

5. LIVE LOAD AT OR NEAR THE OUTSIDE EDGE OF DECK DURING DECK

BRACKETS: 15 PSF

4. REMOVABLE DECK CANTILEVER TIMBER FORMS WITH OVERHANG

C. CONSTRUCTION LOADS (CONT'D.):

DESIGN GUIDELINES SECTION 2.3.

SEISMIC PROVISIONS ARE IN ACCORDANCE WITH FDOT STRUCTURE

L. SEISMIC LOAD:

DESIGN DOES NOT INCLUDE LOADS IMPOSED BY WAVES.

K. WAVE LOAD:

DESIGN DOES NOT INCLUDE LOADS IMPOSED BY DEBRIS.

J. DEBRIS LOADS:

WATER LOADS ARE IN ACCORDANCE WITH AASHTO SECTION 3.7.

I. WATER LOADS:

DESIGN DOES NOT INCLUDE LOADS IMPOSED BY VESSEL COLLISION.

H. VESSEL COLLISION: PRECAST PRESTRESSED BEAMS (EXCEPT TOP SURFACE)

TOP SURFACE OF BEAM TOP FLANGE

CAST-IN-PLACE SUBSTRUCTURE (FORMED SURFACES)

CAST-IN-PLACE SUPERSTRUCTURE (TOP OF DECK)

AND CHEEKWALLS)

CAST-IN-PLACE SUBSTRUCTURE (TOP OF BEAM PEDESTALS

CONTACT WITH WATER)

CAST-IN-PLACE SUBSTRUCTURE (CAST AGAINST EARTH OR IN

"2

2"

2"

"4

4"

3"

2"

CAST-IN-PLACE SUPERSTRUCTURE

RAILING DESIGN STANDARDS:

RESPECTIVE TRAFFIC RAILINGS IN ACCORDANCE WITH THE TRAFFIC

PLACE THE FOLLOWING BRIDGE NUMBER AND BRIDGE NAME ON THE

GN.13. BRIDGE NUMBER AND BRIDGE NAME:

SHEETS IN THE ROADWAY PLANS.

LOCATION AND DISPOSITION OF UTILITIES, SEE THE UTILITY ADJUSTMENT

LOCATIONS OF UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. FOR

GN.12. UTILITIES:

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET, EITHER

GN.11. PLAN DIMENSIONS:

COVER. SEE SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES.

PLACEMENT AND FABRICATION TOLERANCE UNLESS SHOWN AS MINIMUM

CONCRETE COVER DIMENSIONS SHOWN IN PLANS DO NOT INCLUDE

BRIDGE NUMBER BRIDGE NAME

154572 RIDGEMOOR BLVD. OVER BROOKER CREEK

* WITH HIGHLY REACTIVE POZZOLANS

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

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GN.17.

H. FOR ADDITIONAL NOTES SEE SHEET B1-5

PERSONNEL, IN THE CONTRACT UNIT COST FOR PAY ITEM 110-3 (REMOVAL OF EXISTING BRIDGES).

OF THE DEMOLITION PLAN, INCLUDING FIELD VERIFICATIONS AND COORDINATION WITH EMERGENCY SERVICES

INCLUDE ALL COSTS FOR LABOR, MATERIALS, EQUIPMENT, AND INCIDENTALS TO DEVELOP AND OBTAIN APPROVAL G.

EMERGENCY SERVICES PERSONNEL.

MEETING, ATTENDEES, AND ALL CONCERNS, RECOMMENDATIONS, AND REQUIREMENTS PROVIDED BY THE

BRIDGE CLOSURES. AT A MINIMUM, THE COORDINATION SUMMARY SHALL INCLUDE THE DATE, TIME, TYPE OF

F. PROVIDE A SUMMARY OF COORDINATION WITH LOCAL EMERGENCY SERVICES PROVIDERS REGARDING TEMPORARY

AND AS OBSERVED IN THE FIELD.

GROUTED, AND UNGROUTED CONDITIONS AND FOR BAR ANCHORAGE DETAILS SHOWN IN THE EXISTING PLANS

BARS IN THE DEMOLITION PLAN. DETENSIONING OPERATIONS SHOULD ADDRESS FULLY GROUTED, PARTIALLY

E. DESCRIBE AND DETAIL THE MEANS, AND METHODS FOR DETENSIONING THE TRANSVERSE POST-TENSIONING

REQUIREMENTS OF THESE PLANS FOR REVIEW AND APPROVAL OF THE ENGINEER.

D. SUBMIT A DEMOLITION PLAN IN ACCORDANCE WITH ARTICLE 110-6.3 OF THE FDOT SPECIFICATIONS AND THE

LOCATION BY CHIPPING AWAY THE GROUT CAP AND VISUALLY INSPECTING THE ANCHORAGE.

CONTRACTOR SHALL FIELD VERIFY THE POST-TENSIONING BAR ANCHORAGE DETAILS AT A MINIMUM OF ONE

C. EXISTING CONDITIONS AND POST-TENSIONING DETAILS MAY DIFFER FROM THOSE SHOWN IN THE PLANS. THE

CONTAIN ASBESTOS. THE USE OF WET DEMOLITION METHODS ARE RECOMMENDED FOR THE BRIDGE REMOVAL.

AN ASBESTOS SURVEY WAS PERFORMED ON THE EXISTING BRIDGE AND THE COLLECTED SAMPLES DID NOT B.

UNLESS NOTED OTHERWISE.

A. REMOVAL OF EXISTING BRIDGE SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 110-6, GN.21. REMOVAL OF EXISTING BRIDGE:

PROVIDE TURBIDITY CONTROL MEASURES AS SPECIFIED IN FDOT STANDARD SPECIFICATIONS, SECTION 104.

GN.20. TURBIDITY CONTROL:

LOCATED IN THE ROADWAY PLANS AND THE CONSTRUCTION SEQUENCE DRAWINGS.

WORK PHASING AND PROGRESSION OF THE WORK SHALL CONFORM WITH THE TRAFFIC CONTROL PLANS

GN.19. PHASING OF WORK:

SEE TRAFFIC CONTROL PLANS FOR TRAFFIC CONTROL REQUIREMENTS.

GN.18. TRAFFIC CONTROL PLANS:

CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER.

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED IN THE PLANS. ADDITIONAL

CONSTRUCTION JOINTS IN CONCRETE:

IN ACCORDANCE WITH SECTION 522.

BE GROOVED ACCORDING TO THE SPECIFICATIONS. SIDEWALK AND MULTI-USE-TRAIL SHALL BE FINISHED

ENTIRE DECK SLAB CONCRETE AND EXPOSED CONCRETE RIDING SURFACE OF THE APPROACH SLABS SHALL

GN.16. DECK GROOVING:

SHORING, ETC. AS REQUIRED.

SELF WEIGHT, DECK CASTING SEQUENCE, DECK FORMING SYSTEMS, CONSTRUCTION LOADS, TEMPORARY

GRADE ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THEORETICAL DEFLECTIONS DUE TO DECK

SCREED THE RIDING SURFACE OF THE BRIDGE DECKS AND APPROACH SLABS TO ACHIEVE THE FINISH

GN.15. SCREEDING DECKS:

UNLESS NOTED OTHERWISE- U.N.O.

NEAR FACE- NF

MULTI-USE-TRAIL- M-U-T

MINIMUM VERTICAL CLEARANCE- MVC

FRONT FACE OF BACK WALL- FFBW

FAR FACE- FF

EACH FACE- EF

EXPANSION BEARING- E

CLEAR- CLR

CENTERLINE- ¡

CONSTRUCTION JOINT- CJ

BASELINE- £

APPROXIMATE BORING LOCATION-

ABBREVIATIONS AND SYMBOLS:

EXISTING BRIDGE DURING CONSTRUCTION IN THE CONTRACT UNIT COST FOR PAY ITEM 110-3 (REMOVAL OF EXISTING BRIDGES).

C. INCLUDE ALL COSTS FOR LABOR, MATERIALS, EQUIPMENT, AND INCIDENTALS TO MAINTAIN AND REPAIR THE ASPHALT OVERLAY ON THE

BEGINNING THE WORK. THE ENGINEERS SHALL APPROVE OF ALL INSTALLED REPAIRS.

ASPHALT REPAIRS FOR ANY OBSERVED DETERIORATION. OBTAIN APPROVAL FROM THE ENGINEER FOR ALL PROPOSED REPAIRS PRIOR TO

PERFORMANCE OF TEMPORARY TRAFFIC BARRIERS SHALL BE REPAIRED IMMEDIATELY. THE ENGINEER HAS SOLE DISCRETION TO REQUIRE

THE ENGINEER TO DETERMINE WHETHER REPAIRS ARE NECESSARY. DETERIORATION OF ANY TYPE OR SIZE WHICH MAY AFFECT THE

RAVELING GREATER THAN 5 FEET IN LENGTH IN ANY DIRECTION LOCATED WITHIN THE CLEAR ROADWAY WIDTH SHALL BE REVIEWED BY

SURFACE AND TO MEET THE REQUIREMENTS OF THE TEMPORARY BARRIER SYSTEM. SPALLS DEEPER THAN 0.5" AND LIMITS OF ASPHALT

B. THE CONTRACTOR SHALL MAINTAIN AND REPAIR THE ASPHALT OVERLAY, AS REQUIRED BY THE ENGINEER, TO MAINTAIN A SAFE RIDING

MOVEMENT MAY CAUSE DISTRESS IN THE ASPHALT SUCH AS CRACKING, SPALLS, AND RAVELING.

TRAFFIC AFTER TRANSVERSE POST-TENSIONING BARS HAVE BEEN DETENSIONED. THE CONTRACTOR SHALL ANTICIPATE THAT THIS

A. THE EXISTING PRECAST CONCRETE SLAB UNITS ARE EXPECTED TO MOVE VERTICALLY (DEFLECT) INDEPENDENTLY UNDER VEHICULAR

GN.23. RIDEABILITY OF EXISTING BRIDGE:

AND BE PREPARED TO REMOVE THEM IN ANY GROUTED CONDITION.

C. THE CONTRACTOR SHOULD ANTICIPATE THAT POST-TENSIONING BARS MAY BE FULLY GROUTED, PARTIALLY GROUTED, OR UNGROUTED

WITH LOCAL EMERGENCY SERVICES. OBTAIN APPROVAL OF THE ENGINEER FOR ANY PROPOSED BRIDGE CLOSURES.

IMIT DETENSIONING ACTIVITIES TO OFF-PEAK HOURS (10 PM TO 4 AM) (M-F), COORDINATE PROPOSED BRIDGE CLOSURE PERIODS B. L

A. NO TRAFFIC SHALL BE ALLOWED ON THE BRIDGE DURING DETENSIONING ACTIVITIES.

GN.22. DETENSIONING EXISTING TRANSVERSE POST-TENSIONING BARS:

B-5

GENERAL NOTES (2 OF 2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

STATE OF FLORIDA08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

GUIDELINES SECTION 2.9.

LIVE LOAD DISTRIBUTION IN ACCORDANCE WITH AASHTO SECTION 4.6.2.2 AND FDOT STRUCTURES DESIGN

CONCRETE BEAM SPANS:

GN.14. DISTRIBUTION VALUES (LANES/GIRDERS):

SUPERSTRUCTURE CONCRETE SUBSTRUCTURE CONCRETE

SURFACE FINISH DETAILS

SHALL BE FINISHED IN ACCORDANCE WITH SECTION 522.

THE BRIDGE AND APPROACH SLAB SIDEWALK, AND MULTI-USE-TRAIL3

SPECIFICATIONS.

RECEIVE A CLASS 4 DECK FINISH IN ACCORDANCE WITH THE

THE APPROACH SLABS BOUNDED BY THE GUTTER LINES SHALL

THE BRIDGE FLOOR AND EXPOSED CONCRETE RIDING SURFACE OF2

CLASS 2 SURFACE FINISH IN ACCORDANCE WITH SECTION 400-15.1

NOTES:

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

66 67

588 589

66 67

588 589

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

P a v a n .G a ju la :1

:1

P

M

/2

/2 c u s e r s \p u b li c \m b ip w \5

\d m s

\B

P la n E le v

.d g n

RIDGEMOOR BLVD. & PGL

¡ CONST.

89°55'42" (TC)

87°27'27" (TC)

(TC)

87°44'38"

PLAN

LEGEND ¡ BENT 2

(CONTINUOUS DECK WITH SIMPLE SPAN BEAMS)

134'-0" OVERALL BRIDGE LENGTH

END BENT 1

BEGIN BRIDGE FFBW

¡ CONST.

MEASURED ALONG

END BENT 3

END BRIDGE FFBW

E

E E E

ELEVATION455-024)

(FDOT STANDARD PLANS

CONCRETE PILE (TYP.)

24" SQ. PRESTRESSED GROUNDLINE

EXIST.

R A I L I N

G

S I D

E W

A L

K

R A I L I N

G

S H

L D

R

L

A N

E S

H

L D

R

R A I L I N

G

M

U T

R A I L I N

G

O U

T T

O

O U

T

= EXPANSION JOINTEJ

= EXPANSION BEARINGE

EJ EJ

E L

.4

P I S

T A

.0

E L

.3

P C

S T

A

.0

E L

.6

P T

S T

A

.1

E L

.4

S T

A

.6

B E

G

IN

B R

ID

G

E

E L

.7

S T

A

.6

E N

D B

R

ID

G E

+1.461 % -1.100%

156.16' VC

ALONG PGL

VERTICAL ALIGNMENT

TRAFFIC DATA

154153

BRIDGE NO.

EXISTING

154572

BRIDGE NO.

PROPOSED

ELEV. 17.06 *

LOW MEMBER

(TYP.)

RETAINING WALL

£ SURVEY RIDGEMOOR BLVD.

(EXISTING BRIDGE NOT SHOWN FOR CLARITY)

= 45 MPHPOSTED SPEED

= 45 MPHDESIGN SPEED

K = 9, D = 53.2, T = 5.6

= 2046 AADT = N/A ESTIMATED DESIGN YEAR

= 2026 AADT = N/AESTIMATED OPENING YEAR

= 2022 AADT = 7200CURRENT YEAR

HORIZONTAL GEOMETRY

� CONST. RIDGEMOOR BLVD.

= RCe

= 594+95.37PT STATION

= 587+08.11PC STATION

= 1600.000'R

= 787.265'L

= 401.771'T

= 3.581°D

= 28.192° (RT)¬

= 591+09.88PI STATION

CLEARANCE

PMVC = POINT OF MINIMUM VERTICAL

INFORMATION SEE ROADWAY PLANS

** DITCH PAVEMENT, FOR ADDITIONAL

RESPECT TO DHW 50-YR

" WITH8

3* DENOTES MVC OF 2'-9

BROOKER CREEK

PMVC

DHW = 14.28

50-YR

DHW = 14.83

100-YR

BB-01

BB-03

BB-04

WALL W-1

SHEET PILE

WALL W-2

SHEET PILE

M-U-T = MULTI-USE TRAIL

BB-02

STONE (TYP.)

BEDDING

RIPRAP (TYP.)

RUBBLE

RIPRAP (TYP.)

RUBBLE

R/W LINE

R/W LINE

JOINT (TYP.)

CONSTRUCTION

CURVE C-2 DATA

SURVEY RIDGEMOOR BLVD.�

= 72+23.59PT STATION

= 65+17.347PC STATION

= 1445.00'R

= 706.25'L

= 360.33'T

= 03°57'54"D

= 28°00'13" (LT)¬

= 68+77.67PI STATION

RIPRAP

TOE OF

86°32'60" (TC)

86°18'19" (TC)

NOTES:

SEE FOUNDATION LAYOUT SHEET.

2. FOR EXISTING AND PROPOSED UTILITIES

PILE WALL SECTION AND DETAILS, SHEET BW-5.

1. FOR RUBBLE RIPRAP DETAILS, SEE SHEET

PT. 1

PT. 2

PT. 3

PT. 4

PT. 5

PT. 7

PT. 8

PT. 9

PT. 10

PT. 11

PT. 12

PT. 13

PT. 14

PT. 15

PT. 16

587+75.37 58.79 LT.

587+75.95 48.74 LT.

587+81.36 51.99 RT

587+81.86 61.97 RT.

587+96.57 49.45 LT.

588+00.74 51.34 RT.

588+07.82 59.69 LT.

588+11.99 61.07 RT.

589+13.00 54.11 LT.

589+09.47 68.54 RT.

589+23.57 45.06 LT.

589+19.90 59.00 RT.

589+45.33 52.46 LT.

589+44.89 43.87 LT.

589+39.86 60.12 RT.

589+39.41 70.13 RT.

73'-0" 61'-0"

APPROACH SLAB

30'-0"

PT. 6

P H

A S

E

II

P H

A S

E

I

APPROACH SLAB

30'-0"

B1-1

PLAN AND ELEVATION

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

STATE OF FLORIDA08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

= REMOVAL OF EXISTING BRIDGE

= APPROX BORING LOCATION

DIRECTION OF STATIONING

POINTS STATIONS OFFSETS

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

BEGIN APPROACH SLAB

STA. 587+63.63

FFBW END BENT 1

BEGIN BRIDGE

STA. 587+93.67

STA. 588+66.67

¡ INT BENT 2

FFBW END BENT 3

END BRIDGE

STA. 589+27.67

END APPROACH SLAB

STA. 589+57.71

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

/2

/2 c u s e r s \p u b li c \m b ip w \5

\d m s \B

T y p S e c ti o n .d g n

:4

:3

P

M P a v a n .G a ju la

� CONST. RIDGEMOOR BLVD. & PGL

SIDEWALK

5'-0" 1'-4"

SHOULDER

8'-0"

LANE

12'-0"

LANE

12'-0"

SHOULDER

8'-0" 1'-4"

M-U-T

10'-0"

10'-6"10'-6"10'-6"10'-6"10'-6"

TO 3'-7¼" MAX.

" MIN.8

VARIES 3'-2

TO 3'-11Ɔ" MAX.

VARIES 3'-7" MIN.

(TYP.)

(FDOT INDEX NO. 450-036)

FLORIDA-I 36 BEAM

(T Y

P

O

V E

R H

A N

G

OUT-TO-OUT

59'-8"

(TYP.)

3" V-GROOVE

& INDEX 515-022) (TYP.)

RAILING) (INDEX 521-820

WITH POST "B1" BULLET

RAILING (27" PARAPET

PEDESTRIAN/BICYCLE

(INDEX 521-427) (TYP.)

(36" SINGLE-SLOPE)

TRAFFIC RAILING

CLEAR ROADWAY

40'-0"

TYPICAL SECTION

D E

C K"

1'-2¼" (MAX.)

9" (MIN.)

(PHASE IIB)

33'-11"

(PHASE IB)

25'-9"

CONST. JT.

1'-0"

SPACED @ 3'-0"

DRAINAGE SLOTS

3" TALL X 1'-0" LONG

B1-2

TYPICAL SECTION

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

SLOPE: 0.02 FT/FT

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

589 590

590590

589 590

.1

A

P C

STA. 589+27.67

END BRIDGE

587+93.67STA.

BEGIN BRIDGE

STA. 587+63.63

BEGIN APPROACH SLAB

STA. 589+57.71

END APPROACH SLAB

¡ CONST. & PGL RIDGEMOOR BLVD.

EXIST. R/W

EXIST. R/W

DO NOT USE THIS INFORMATION ON THIS

SHEET FOR CONSTRUCTION PURPOSES.

THIS SHEET IS IN THE PLANS FOR DOCUMENTATION AND TO ASSIST

CONSTRUCTION PERSONNEL WITH DRAINAGE CONCERNS.

STA. 587+98.67

FF WALL #1

STA. 589+22.67

FF WALL #2

STA. 588+66.67

¡ INT. BENT 2

SHEET PILE WALL W-1

SHEET PILE WALL W-2

RIPRAP (TYP.)

SHORE RUBBLE

BANK AND

BROOKER CREEK

BROOKER CREEK

RIDGEMOOR BLVD.

4" REINFORCED CONC. DITCH PAVEMENT

DITCH PAVEMENT

4" REINFORCED CONC.

1" = 5' Vertical

1" = 50' Horizontal

SCALE

587 588 589 590 591

EL. 17.06'

LOW MEMBER

30'-0" 73'-0" 61'-0" 30'-0"

SLAB

APPROACH

SLAB

APPROACH

E N

D B

E N

T

I N

T B

E N

T

E N

D B

E N

T

STA. 587+63.63

BEGIN APPROACH SLAB

SPAN 1 SPAN 2

134'-0" BRIDGE LENGTH

EL. 21.48'

STA. 587+93.67

BEGIN BRIDGE

DHW = 14.83

100-YR

DHW = 14.28

50-YR

EL. 22.49

VPI +62.08

STA. 589+57.71

END APPROACH SLAB

EL. 21.76'

STA. 589+27.67

END BRIDGE

(+)1.46 1%

K = 61.00

156 VC

(-)1.100%

V P

C

.0

E

L

.3

V P

T

.1

E L

.6

RECOMMENDATION SHEET

BRIDGE HYDRAULIC

B1-3

N

BRIDGE NO. 154572

STRUCTURE

PROPOSED

( 1 ) ( 2 ) ( 3 ) ( 4 )

TERMS:

NOTE:

STAGE ELEV. NAVD (ft)

WATER SURFACE ELEVATIONS:

FLOOD DATA:

DISCHARGE (cfs)

AVERAGE VELOCITY (f/s)

EXCEEDANCE PROB. (%)

FREQUENCY ( yr.)

N.H.W. (Non-Tidal)

CONTROL (Non-Tidal)

M.H.W. (Tidal)

M.L.W. (Tidal)

MAX. EVENT OF RECORD DESIGN FLOOD BASE FLOOD GREATEST FLOOD

OVERTOPPING or

TOTAL SCOUR ELEVATION

PIER INFORMATION LONG TERM

SCOUR ELEV.

WORST CASE < 100 yr.

FREQ. (yr.)

WORST CASE < 500 yr.

FREQ. (yr.)

HYDRAULIC RECOMMENDATIONS

BEGIN BRIDGE STATION1.

2.

3.

4.

CLEARANCE PROVIDED:

MINIMUM CLEARANCE:

ABUTMENTS:

NAV: HORIZ.

NAV: HORIZ.

VERT.

VERT.

END BRIDGE STATION

ABOVE EL.

ABOVE EL.

DRIFT: HORIZ.

DRIFT: HORIZ.

VERT.

VERT.

ABOVE EL.

ABOVE EL.

END BRIDGEBEGIN BRIDGE

RUBBLE GRADE:

SLOPE:

BURIED OR NON-BURIED HORIZ. TOE:

TOE HORIZ. DISTANCE:

LIMIT OF PROTECTION:

DECK DRAINAGE:5.

REMARKS:

and land use. Users of this data are cautioned against the assumption of precision which cannot be obtained.

The resultant hydraulic data is sensitive to changes, particularly antecedent conditions, urbanization, channelization determined by a study of the watershed. Many judgements and assumptions are required to establish these factors.

elevations which may be anticipated in any given year. This data was generated using highly variable factors

The hydraulic data is shown for informational purposes only to indicate the flood discharges and water surface

Greatest Flood: The most severe that can be predicted where overtopping is not practicable.

Overtopping Flood: Causes flow over the highway, over a watershed divide, or thru emergency relief structures.

Base Flood: Has a 1% chance of being exceeded in any given year (100 year frequency)

Design Flood: Utilized to assure a desired level of hydraulic performance.

SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:

AREA OF OPENING@D.F.

HYDRAULIC DESIGN DATA

EXISTING STRUCTURES

SKEW ANGLE

SIZE AND TYPENUMBERS

ELEV. LOW MEMBER

BRIDGE WIDTH

TYPE CONSTRUCTION

SPAN LENGTH

OVERALL LENGTH

FOUNDATION

(REFERENCE)

T-28-S

T-27-S

N

PROJECT LOCATION

PROPOSED BRIDGE

18" SQ. PCP

120'

4@30'

CONC.

510 sf

53'-9"

16.15'

24" SQ. PCP

134'

1@73' / 1@61'

CONC.

552 sf

59'-8"

17.06'

N/A

N/A

N/A

14.28

5.14

14.83

5.95

15.75

7.21

0.2

2 24" SQ. PCP

587+93.67 589+27.67 0 DEG

N/A

N/A N/A

N/A N/A

N/A 2.0' 14.28'

14.28'2.78'

RIPRAP (BANK & SHORE)

VERT. WALL

10' BURIED

N/A

ABUTMENT WALL

RIPRAP (BANK & SHORE)

VERT. WALL

10' BURIED

N/A

ABUTMENT WALL

Runoff to be drained to the shoulder gutter, which then flows into the inlets and is subsequently conveyed offsite.

DATE DESCRIPTION

DATE DESCRIPTION

NO.

SHEET

ROAD NO. FINANCIAL PROJECT IDCOUNTY

/2

/2 c u s e r s \p u b li c \m b ip w \5

\d m s \B

B

R I D

G E

H Y

D R

.d g n

:0

:0

P

M P a v a n .G a ju la

32801 FLORIDA, ORLANDO

200 EAST ROBINSON STREET, SUITE 250

MICHAEL BAKER INTERNATIONAL, INC.

56982LICENSE NUMBER:

PAUL Q. SNEAD

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

N/A

100 500

-12.96 -22.14

13.60

N.H.W..= 13.60

TOTAL AREA: 1242 AC

DRAINAGE AREA

BROOKER CREEK

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

P a v a n .G a ju la :1

:5

P

M

/5 /2 c u s e r s \p u b li c \m b ip w \5

\d m s

\B

C o n s tS e q

.d g n

¡ BROOKER CREEK BLVD.

OUT-TO-OUT

53'-9" MAX

SAWCUT LINE

THE BRIDGE

TO BE REMOVED THE ENTIRE LENGTH OF

SEVEN 4'-0" PRESTRESSED SLAB UNITS

¡ CONST. RIDGEMOOR BLVD. & PGL

¡ BROOKER CREEK BLVD.

TO BE REMOVED

PORTION OF SUBSTRUCTURE

AND INTERMEDIATE BENT 3 & 4 SIMILAR)

(INTERMEDIATE BENT 2 SHOWN. END BENTS

AND INTERMEDIATE BENT 3 & 4 SIMILAR)

(INTERMEDIATE BENT 2 SHOWN. END BENTS

(INDEX 102-110)

(KEEPER PIN)

CONCRETE BARRIER

TYPE K TEMPORARY

EXIST. 6" DIAM CONDUIT

EXIST. 6" DIAM CONDUIT

30 MPH OR LESS

WORK ZONE SPEED

SIDEWALK

6'-0"

1'-3"

SHOULDER

10'-0"

LANE

12'-0"

LANE

12'-0"

SHOULDER

10'-0"

TO 1'-6" MAX AT BENTS

VARIES 1'-5" AT MIDSPAN

SHLD.

2'-0"

LANE

10'-0"

"2

1'-10

SHLD

1'-6"

2'-1½" MAX.

" MIN. TO2

2'-0

1'-7ƃ" MAX.

" MIN. TO2

11'-2

3'-3½" MAX.

2'-11" MIN. TO

110-3, REMOVAL OF EXISTING STRUCTURES BRIDGES.

FOR LABOR AND MATERIAL TO BE INCLUDED IN THE PAY ITEM

BASED ON A TRANSVERSE HORIZONTAL FORCE OF 1 KIP. COST

FOR APPROVAL. ANGLE BRACE AND ANCHORS SHALL BE DESIGNED

CONTRACTOR TO PROVIDE ANGLE BRACE AND ANCHOR DETAILS

ANGLE BRACE AND ANCHOR TO EACH TOP OF BENT CAP.

AFTER PARTIAL REMOVAL OF SUPERSTRUCTURE, INSTALL

B1-4

CONSTRUCTION SEQUENCE (1 OF 4)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

EXISTING TYPICAL SECTION

PHASE IA PHASE IA NOTES:

4. INSTALLED ANGLE BRACE.

THE PRESTRESSED VOIDED SLAB UNITS SHALL BE DETENSIONED.

" DIA POST TENSIONED TIE BARS THROUGH4

1 ALL EXISTING TRANSVERSE 1

3. REMOVE RIGHT SIDE OF BRIDGE AS SHOWN. PRIOR TO CUTTING AND REMOVAL,

2. SHIFT TRAFFIC AS SHOWN.

1. PLACE TYPE K BARRIER.

WEARING SURFACE (TYP.)

2" MIN. ASPHALT

SLOPE: 0.083 FT/FT

SLOPE: 0.083 FT/FT

DUE TO LOW SPEEDS

PROFILE BARRIER (INDEX 102-120)

SIMILAR TO TEMPORARY LOW

REDUCED SET BACK DIMENSION

REMOVAL OF EXISTING BRIDGE

LEGEND:

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

P a v a n .G a ju la :2

:0

P

M

/2

/2 c u s e r s \p u b li c \m b ip w \5

\d m s

\B

C o n s tS e q

.d g n

INDEX 515-022)

(INDEX 521-820 &

BULLET RAILING)

WITH POST "B1"

(27" PARAPET

BICYCLE RAILING

PEDESTRIAN/

INDEX 515-022)

(INDEX 521-820 &

BULLET RAILING)

WITH POST "B1"

(27" PARAPET

BICYCLE RAILING

PEDESTRIAN/

REMOVED (PHASE IIA)

SUBSTRUCTURE TO BE

SUPERSTRUCTURE AND

REMAINDER OF EXISTING

(INDEX 102-110)

(KEEPER PIN)

CONCRETE BARRIER

TYPE K TEMPORARY

(INDEX 102-110) (TYP.)

CONCRETE BARRIER (BOLTED)

TYPE K TEMPORARY

(INDEX 102-110) (TYP.)

CONCRETE BARRIER (BOLTED)

TYPE K TEMPORARY

(INDEX 630-010)

3-2"� CONDUITS

30 MPH OR LESS

WORK ZONE SPEED

LOW SPEEDS.

BARRIER (INDEX 102-120) DUE TO

SIMILAR TO TEMPORARY LOW PROFILE

REDUCED SET BACK DIMENSION

S L A

B"

1'-7ƃ" MAX.

" MIN. TO2

11'-2

1'-2¼" (MAX.)

9" (MIN.)

1'-2¼" (MAX.)

9" (MIN.)

2'-0"

LANE

10'-0"

1'-6"

11'-10

" MAX.8

1" MIN. TO 1'-72

11'-2

" MAX.2

12'-11" MIN. TO 3'-3

12'-10

SHLD.

2'-0"

LANE

11'-0"

2'-0"

SIDEWALK

5'-0"

¡ CONST. RIDGEMOOR BLVD. & PGL

¡ BROOKER CREEK BLVD.

(PROPOSED)

25'-9"

" MIN. TO 2'-1½" MAX.2

12'-0

" MAX.8

" MIN. TO 3'-62

3'-3

" MAX.2

12'-11" MIN. TO 3'-3

" MAX.8

" MIN. TO 3'-62

3'-3

12'-10

SHLD.

2'-0"

LANE

11'-0"

2'-0"

5'-0"

¡ BROOKER CREEK BLVD.

¡ CONST. RIDGEMOOR BLVD. & PGL

(PROPOSED)

25'-9"

BE INCLUDED IN THE PAY ITEM 110.3, REMOVAL OF EXISTING STRUCTURES BRIDGES.

HOUR NOTICE PRIOR TO DELIVERY. THE COST TO SALVAGE AND DELIVER THE BRIDGE RAIL SHALL

JEFF CLOSTERMAN AT 727.464.9881 TO ARRANGE FOR DELIVERY. PROVIDE MINIMUM FORTY-EIGHT

TO THE COUNTY FACILITY LOCATED AT 4550 126TH AVE. N. CLEARWATER, FL 33762. CONTACT

BRIDGE RAIL DURING REMOVAL AND TRANSPORT. THE SALVAGED MATERIAL SHALL BE DELIVERED

INCLUDING THE RAIL, POSTS, END CAPS, RAIL SPLICES, ETC. TAKE CARE TO NOT DAMAGE

OF THE SAME. MATERIALS CLAIMED BY THE COUNTY INCLUDE: THE ALUMINUM BRIDGE RAIL,

CONTRACTOR AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL

H. ALL MATERIAL(S) NOT CLAIMED BY THE COUNTY WILL BECOME THE PROPERTY OF THE

GN.21. REMOVAL OF EXISTING BRIDGE (CONT.) :

B1-5

CONSTRUCTION SEQUENCE (2 OF 4)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

STATE OF FLORIDA08-23 SC

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

SLOPE: 0.02 FT/FT

SLOPE: 0.02 FT/FT

PHASE IB

PHASE IIA

LEGEND:

REMOVAL OF EXISTING BRIDGE

PHASE IIA NOTES:

2. REMOVE REMAINDER SIDE OF EXISTING BRIDGE.

1. SHIFT TRAFFIC TO PROPOSED BRIDGE AS SHOWN.

PHASE IB NOTES:

2. PLACE TYPE K BARRIER AS SHOWN.

1. BUILD NEW SECTION OF BRIDGE.

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

P a v a n .G a ju la :0

:5

P

M

/4 /2 c u s e r s \p u b li c \m b ip w \5

\d m s

\B

C o n s tS e q

.d g n

(INDEX 521-427) (TYP.)

(36" SINGLE-SLOPE)

TRAFFIC RAILING

¡ CONST. RIDGEMOOR BLVD. & PGL

INDEX 515-022) (TYP.)

(INDEX 521-820 &

"B1" BULLET RAILING)

(27" PARAPET WITH POST

BICYCLE RAILING

PEDESTRIAN/

(INDEX 521-427) (TYP.)

(36" SINGLE-SLOPE)

TRAFFIC RAILING

(INDEX 102-110)

(FREE STANDING)

CONCRETE BARRIER

TYPE K TEMPORARY

30 MPH OR LESS

WORK ZONE SPEED

(BOLTED) (INDEX 102-110) (TYP.)

CONCRETE BARRIER

TYPE K TEMPORARY

(TYP.)

(INDEX 630-010)

3-2"� CONDUITS

(TYP.)

(INDEX 630-010)

3-2"� CONDUITS

S L A

B"

1'-0"

SIDEWALK

5'-0" 1'-4" 20'-0" 6'-7" "2 12'-10

SHLD

2'-0"

LANE

11'-0"

SHLD

2'-0" "2 11'-10

SIDEWALK

5'-0" 1'-0"

(PHASE IIB CONSTRUCTION)

33'-11"

(PHASE IIA CONSTRUCTION)

25'-9"

OUT-TO-OUT

59'-8"

1'-2¼" (MAX.)

9" (MIN.)

INDEX 515-022) (TYP.)

(INDEX 521-820 &

"B1" BULLET RAILING)

(27" PARAPET WITH POST

BICYCLE RAILING

PEDESTRIAN/

1'-0"

SIDEWALK

5'-0" 1'-4"

OUT-TO-OUT

59'-8"

SHLD

4'-0"

LANE

12'-0"

LANE

12'-0"

SHLD

4'-0" "2 11'-10 "2

16'-1

(RAILING INSTALLATION)

1'-4" (PHASE III CONSTRUCTION)

M-U-T

10'-0" 1'-0"

4'-0" 8'-0"

¡ CONST. RIDGEMOOR BLVD. & PGL

B1-6

CONSTRUCTION SEQUENCE (3 OF 4)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

PHASE IIB

PHASE III

SLOPE: 0.02 FT/FT

SLOPE: 0.02 FT/FT

PHASE IIB NOTES:

EXCEPT FOR THE RIGHT TRAFFIC RAILING.

1. BUILD THE REMAINDER OF THE PROPOSED BRIDGE

PHASE III NOTES:

3. BUILD THE RIGHT TRAFFIC RAILING.

2. INSTALL TYPE K BARRIER AS SHOWN.

1. SHIFT TRAFFIC AS SHOWN.

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

P a v a n .G a ju la :0

:5

P

M

/4 /2 c u s e r s \p u b li c \m b ip w \5

\d m s

\B

C o n s tS e q

.d g n

(INDEX 521-427) (TYP.)

(36" SINGLE-SLOPE)

TRAFFIC RAILING (TYP.)

(INDEX 630-010)

3-2"� CONDUITS

S L A

B"

INDEX 515-022) (TYP.)

(INDEX 521-820 &

"B1" BULLET RAILING)

(27" PARAPET WITH POST

BICYCLE RAILING

PEDESTRIAN/

1'-0"

SIDEWALK

5'-0" 1'-4"

SHOULDER

8'-0"

LANE

12'-0"

LANE

12'-0"

OUT-TO-OUT

59'-8"

SHOULDER

8'-0" 1'-4"

M-U-T

10'-0" 1'-0"

¡ CONST. RIDGEMOOR BLVD. & PGL

1'-2¼" (MAX.)

9" (MIN.)CONST. JT.

B1-7

CONSTRUCTION SEQUENCE (4 OF 4)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

09-23 PGO

09-23 PGO

09-23 SC

33607 FLORIDA, TAMPA

4010 WEST BOY SCOUT BLVD., SUITE 400

MICHAEL BAKER INTERNATIONAL, INC.

58721LICENSE NUMBER:

PATRICIO G. ORELLANA, P.E.

BRIDGE NO. 154572

SLOPE: 0.02 FT/FT

PHASE IV

PHASE FINAL NOTES:

1. SHIFT TRAFFIC TO FINAL CONDITION AS SHOWN.

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

N

Bore #

Reference

Station

Offset

Latitude

Longitude

Elevation

Vertical Datum

Date

Driller

Hammer

Rig

BB-01

CL RIDGEMOOR

587+94

6 LT

28.099362

-82.6862611

19.4'

NAVD88

4/20/2023

M. SEIBERT

Auto

CME 45

5" ASPHALT, 10" CONCRETE, 8" LIMEROCK BASE

DARK BROWN TO BROWN TO GRAY TO LIGHT BROWN TO LIGHT GRAY FINE SAND (SP)

BROWN TO GRAY SLIGHTLY SILTY FINE SAND (SP-SM)

DARK BROWN TO BROWN TO GRAY TO LIGHT BROWN TO LIGHT GRAY FINE SAND (SP)

GRAY TO BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN TO LIGHT BROWN FINE SAND (SP)

GRAY TO BROWN TO LIGHT BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BLUE CLAYEY FINE SAND (SC)

DARK BROWN TO BROWN CLAYEY SILT (MH)

DARK BROWN TO BROWN TO GRAY TO LIGHT BROWN SILTY FINE SAND WITH CEMENTED SAND (SM)

BROWN TO GREEN SILTY FINE SAND (SM)

LIGHT BROWN CLAYEY LIMESTONE

LIGHT BROWN WEATHERED LIMESTONE

LIMESTONE WITH CEMENTED CLAY

GRAY TO GREEN SILTY CLAY WITH LIMESTONE (CH)

LIGHT BROWN LIMESTONE

Boring Terminated at Elev. -80.6ft

HA

HA

HA

50/4

50/5

50/4

50/3

50/0

50/3

50/3

50/1

50/0

50/0

50/1

50/2

E L

E V

A T

IO

N

F

E E

T N

A V

D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

E L

E V

A T

IO

N

(F E

E T

, N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

LEGEND

SAND

LIMESTONE

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488)

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

GROUNDWATER TABLE

SP

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

N

AREHNA PROJECT NO. B-21-065.03

SAFETY HAMMER

MEDIUM DENSE

AUTOMATIC HAMMER

GRANULAR MATERIALS-

SPT N-VALUE

GREATER THAN 24

LESS THAN 3

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 40

3 to 8

16 to 30

8 to 15

LESS THAN 1

3 to 6

1 to 3

6 to 12

24 to 40

8 to 24

12 to 24

CONSISTENCY

FIRM

SOFT

VERY STIFF

STIFF

SILTS AND CLAYS

VERY SOFT

4 to 8

2 to 4

RELATIVE DENSITY

LOOSE

DENSE

VERY DENSE

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

30 to 50

10 to 30

4 to 10

SPT N-VALUE

LESS THAN 2

VERY LOOSE

HARD GREATER THAN 30

LESS THAN 4

GREATER THAN 50

SILTY SAND

APPROXIMATE SPT BORING LOCATION

HAND AUGERHA

ASPHALT

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION50/4

CLAYEY SAND

SILT

CLAY

WEATHERED LIMESTONE

FELL UNDER WEIGHT OF ROD AND HAMMER

FELL UNDER WEIGHT OF ROD

WH

WR

LOSS OF CIRCULATION OF DRILLING FLUID (%)

CASING

NATURAL MOISTURE CONTENT (%)

FINES PASSING THE #200 STANDARD SIEVE (%)

w%

-200

LIQUID LIMIT (%)

PLASTICITY INDEX (%)

LL

PI

SLIGHTLY AGGRESSIVE

(pH = 6.5-6.9, RESISTIVITY = 1,600-4,000 OHMS-CM)

STEEL: MODERATELY AGGRESSIVE

(RESISTIVITY = 1,600 OHMS-CM)

CONCRETE: MODERATELY AGGRESSIVE

SUPERSTRUCTURE

SUBSTRUCTURE

SUBSTRUCTURE

6.9

84 PPM

15 PPM

1,600 OHMS-CM

pH

SULFATES

CHLORIDES

RESISTIVITY

ENVIRONMENTAL CLASSIFICATION:

TEST RESULTS: SOIL

6.5

0 PPM

55 PPM

4,000 OHMS-CM

WATER

66 67

587 588 589 590

Feet

100200

N

RIDGEMOOR BLVD

BB-01

BB-02

BB-03

BB-04

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

/3

/2

:4

:2

P

M

D

-A re h n a \P ro je c ts

\2 \B

-2 -0

.0

R id g e m o o r

B ri d g e \B

B o ri n g .d g n

-200 = 6 w% = 20

Sample @ 14' to 16'

-200 = 10 w% = 22

Sample @ 36' to 37.5'

-200 = 33 w% = 33

Sample @ 48.5' to 50'

-200 = 45 w% = 42

Sample @ 58.5' to 60'

BRIDGE NO. 154572

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DG

KE

SS

KE

33609 FL, TAMPA

5012 W. LEMON STREET

AREHNA ENGINEERING, INC.

50733License Number:

KIRK M. EASTMAN, P.E.

B1-8

REPORT OF CORE BORINGS (1 OF 4)

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

Reference

Station

Offset

Latitude

Longitude

Elevation

Vertical Datum

Date

Driller

Hammer

Rig

BB-02

CL RIDGEMOOR

588+18

69 RT

28.0991471

-82.6862881

9.9'

NAVD88

8/22/2023

ETHAN

Auto

D50

DARK BROWN SLIGHTLY SILTY FINE SAND WITH TRACE ROOTS (SP-SM)

BROWN TO LIGHT BROWN FINE SAND (SP)

BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN FINE SAND (SP)

GRAY TO BROWN CLAYEY SILTY FINE SAND (SC-SM)

GRAY TO LIGHT BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

BLUE TO GREEN TO GRAY TO BROWN CLAYEY FINE SAND (SC)

BROWN CLAYEY, SILTY FINE SAND (SM)

LIGHT GRAY CLAYEY LIMESTONE

LIGHT BROWN LIMESTONE

GREEN SILTY CLAY WITH SOME LIMESTONE (CL)

LIGHT BROWN TO LIGHT GRAY LIMESTONE

GRAY TO LIGHT BROWN SILTY FINE SAND WITH LIMESTONE (SM)

GREEN TO GRAY TO BROWN SILTY FINE SAND (SM)

BROWN SILTY FINE SAND (SM)

LIGHT BROWN SILT (MH)

BROWN FINE SAND (SP)

LIGHT GRAY LIMESTONE WITH SOME SILT

LIGHT BROWN LIMESTONE

LIGHT BROWN CLAYEY LIMESTONE

LIGHT BROWN LIMESTONE

Boring Terminated at Elev. -110.1ft

Casing Length 120ft

50/6

50/5

50/6

WH

50/5

50/4

50/4

50/1

50/0

E L

E V

A T

IO

N

F

E E

T N

A V

D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

-110

-115

E L

E V

A T

IO

N

(F E

E T

, N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

-110

-115

LEGEND

SAND

LIMESTONE

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488)

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

GROUNDWATER TABLE

SP

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

N

AREHNA PROJECT NO. B-21-065.03

SAFETY HAMMER

MEDIUM DENSE

AUTOMATIC HAMMER

GRANULAR MATERIALS-

SPT N-VALUE

GREATER THAN 24

LESS THAN 3

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 40

3 to 8

16 to 30

8 to 15

LESS THAN 1

3 to 6

1 to 3

6 to 12

24 to 40

8 to 24

12 to 24

CONSISTENCY

FIRM

SOFT

VERY STIFF

STIFF

SILTS AND CLAYS

VERY SOFT

4 to 8

2 to 4

RELATIVE DENSITY

LOOSE

DENSE

VERY DENSE

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

30 to 50

10 to 30

4 to 10

SPT N-VALUE

LESS THAN 2

VERY LOOSE

HARD GREATER THAN 30

LESS THAN 4

GREATER THAN 50

SILTY SAND

APPROXIMATE SPT BORING LOCATION

HAND AUGERHA

ASPHALT

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION50/4

CLAYEY SAND

SILT

CLAY

WEATHERED LIMESTONE

FELL UNDER WEIGHT OF ROD AND HAMMER

FELL UNDER WEIGHT OF ROD

WH

WR

LOSS OF CIRCULATION OF DRILLING FLUID (%)

CASING

NATURAL MOISTURE CONTENT (%)

FINES PASSING THE #200 STANDARD SIEVE (%)

w%

-200

LIQUID LIMIT (%)

PLASTICITY INDEX (%)

LL

PI

SLIGHTLY AGGRESSIVE

(pH = 6.5-6.9, RESISTIVITY = 1,600-4,000 OHMS-CM)

STEEL: MODERATELY AGGRESSIVE

(RESISTIVITY = 1,600 OHMS-CM)

CONCRETE: MODERATELY AGGRESSIVE

SUPERSTRUCTURE

SUBSTRUCTURE

SUBSTRUCTURE

6.9

84 PPM

15 PPM

1,600 OHMS-CM

pH

SULFATES

CHLORIDES

RESISTIVITY

ENVIRONMENTAL CLASSIFICATION:

TEST RESULTS: SOIL

6.5

0 PPM

55 PPM

4,000 OHMS-CM

WATER

66 67

587 588 589 590

Feet

100200

N

RIDGEMOOR BLVD

BB-01

BB-02

BB-03

BB-04

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

/3

/2

:4

:2

P

M

D

-A re h n a \P ro je c ts

\2 \B

-2 -0

.0

R id g e m o o r

B ri d g e \B

B o ri n g .d g n

-200 = 2 w% = 22

Sample @ 12' to 14'

-200 = 6 w% = 22

Sample @ 23.5' to 25'

-200 = 20 w% = 19

Sample @ 31' to 32.5'

LL = 36

PI = 17

-200 = 25 w% = 26

Sample @ 46' to 47.5'

LL = 42

PI = 16

-200 = 45 w% = 35

Sample @ 51' to 52.5'

-200 = 35 w% = 68

Sample @ 83.5' to 85'

-200 = 2 w% = 25

Sample @ 96' to 97.5'

BRIDGE NO. 154572

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

KE

SS

KE

33609 FL, TAMPA

5012 W. LEMON STREET

AREHNA ENGINEERING, INC.

B1-9

REPORT OF CORE BORINGS (2 OF 4)

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

Reference

Station

Offset

Latitude

Longitude

Elevation

Vertical Datum

Date

Driller

Hammer

Rig

BB-03

CL RIDGEMOOR

588+98

59 RT

28.0990869

-82.6860355

9.8'

NAVD88

7/20/2023

ETHAN

SAFETY

D50

BROWN SAND AND WOOD DEBRIS (SP)

BROWN TO LIGHT BROWN TO LIGHT GRAY FINE SAND (SP)

BROWN TO LIGHT BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

BROWN TO LIGHT BROWN FINE SAND (SP)

BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN TO LIGHT BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN SAND (SP)

GRAY TO BLUE TO LIGHT BROWN CLAY (CH)

DARK GRAY CLAYEY FINE SAND (SC)

DARK GRAY TO BROWN SILTY FINE SAND (SM)

DARK GRAY CLAYEY SILTY FINE SAND WITH CEMENTED PIECES (SC-SM)

DARK GRAY SILTY FINE SAND WITH LIMESTONE FRAGMENTS (SM)

LIGHT BROWN CLAYEY LIMESTONE

LIGHT BROWN CLAYEY FINE SAND (SC)

BLUE TO GRAY CLAY (CH)

LIGHT BROWN LIMESTONE

BLUE TO GRAY SILTY FINE SAND (SM)

LIGHT BROWN LIMESTONE

Boring Terminated at Elev. -100.2ft

Casing Length 70ft

HA

HA

HA

50/4

50/6

50/0

50/1

50/4

50/1

50/5

50/3

E L

E V

A T

IO

N

F

E E

T N

A V

D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

-110

-115

E L

E V

A T

IO

N

(F E

E T

, N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

-110

-115

LEGEND

SAND

LIMESTONE

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488)

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

GROUNDWATER TABLE

SP

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

N

AREHNA PROJECT NO. B-21-065.03

SAFETY HAMMER

MEDIUM DENSE

AUTOMATIC HAMMER

GRANULAR MATERIALS-

SPT N-VALUE

GREATER THAN 24

LESS THAN 3

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 40

3 to 8

16 to 30

8 to 15

LESS THAN 1

3 to 6

1 to 3

6 to 12

24 to 40

8 to 24

12 to 24

CONSISTENCY

FIRM

SOFT

VERY STIFF

STIFF

SILTS AND CLAYS

VERY SOFT

4 to 8

2 to 4

RELATIVE DENSITY

LOOSE

DENSE

VERY DENSE

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

30 to 50

10 to 30

4 to 10

SPT N-VALUE

LESS THAN 2

VERY LOOSE

HARD GREATER THAN 30

LESS THAN 4

GREATER THAN 50

SILTY SAND

APPROXIMATE SPT BORING LOCATION

HAND AUGERHA

ASPHALT

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION50/4

CLAYEY SAND

SILT

CLAY

WEATHERED LIMESTONE

FELL UNDER WEIGHT OF ROD AND HAMMER

FELL UNDER WEIGHT OF ROD

WH

WR

LOSS OF CIRCULATION OF DRILLING FLUID (%)

CASING

NATURAL MOISTURE CONTENT (%)

FINES PASSING THE #200 STANDARD SIEVE (%)

w%

-200

LIQUID LIMIT (%)

PLASTICITY INDEX (%)

LL

PI

SLIGHTLY AGGRESSIVE

(pH = 6.5-6.9, RESISTIVITY = 1,600-4,000 OHMS-CM)

STEEL: MODERATELY AGGRESSIVE

(RESISTIVITY = 1,600 OHMS-CM)

CONCRETE: MODERATELY AGGRESSIVE

SUPERSTRUCTURE

SUBSTRUCTURE

SUBSTRUCTURE

6.9

84 PPM

15 PPM

1,600 OHMS-CM

pH

SULFATES

CHLORIDES

RESISTIVITY

ENVIRONMENTAL CLASSIFICATION:

TEST RESULTS: SOIL

6.5

0 PPM

55 PPM

4,000 OHMS-CM

WATER

66 67

587 588 589 590

Feet

100200

N

RIDGEMOOR BLVD

BB-01

BB-02

BB-03

BB-04

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

/3

/2

:4

:3

P

M

D

-A re h n a \P ro je c ts

\2 \B

-2 -0

.0

R id g e m o o r

B ri d g e \B

B o ri n g .d g n

-200 = 4 w% = 23

Sample @ 10' to 12'

-200 = 6 w% = 23

Sample @ 18.5' to 20'

-200 = 6 w% = 22

Sample @ 41' to 42.5'

LL = 29

PI = 14

-200 = 22 w% = 35

Sample @ 53.5' to 55'

-200 = 18 w% = 33

Sample @ 58.5' to 60'

LL = 43

PI = 25

-200 = 28 w% = 42

Sample @ 76' to 77.5'

BRIDGE NO. 154572

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

KE

SS

KE

33609 FL, TAMPA

5012 W. LEMON STREET

AREHNA ENGINEERING, INC.

B1-10

REPORT OF CORE BORINGS (3 OF 4)

REPLACEMENT

RIDGEMOOR BLVD. OVER BROOKER CREEK BRIDGE

Reference

Station

Offset

Latitude

Longitude

Elevation

Vertical Datum

Date

Driller

Hammer

Rig

BB-04

CL RIDGEMOOR

589+28

4 LT

28.0992203

-82.6858811

19.5'

NAVD88

4/24/2023

M. SEIBERT

Auto

CME 45

4.5" ASPHALT, 8" CONCRETE, 12" LIMEROCK BASE

DARK BROWN TO BROWN TO LIGHT BROWN FINE SAND (SP)

BROWN FINE SAND WITH TREE BARK (SP)

BROWN TO LIGHT BROWN FINE SAND (SP)

BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

LIGHT BROWN TO LIGHT GRAY FINE SAND (SP)

GRAY TO BROWN SLIGHTLY SILTY FINE SAND (SP-SM)

GRAY TO BROWN TO ORANGE CLAYEY FINE SAND (SC)

GRAY TO BROWN SILTY FINE SAND WITH FEW SHELL (SM)

GRAY SILTY FINE SAND (SM)

GRAY TO BROWN CLAYEY FINE SAND (SC)

LIGHT GRAY TO LIGHT BROWN CLAYEY LIMESTONE

Boring Terminated at Elev. -93ft

Casing Length 100ft

HA

50/5

50/1

50/1

WR

50/3

50/2

50/3

50/5

100%

100%

E L

E V

A T

IO

N

(F E

E T

, N A

V D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

E L

E V

A T

IO

N

F

E E

T N

A V

D

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

-65

-70

-75

-80

-85

-90

-95

-100

-105

LEGEND

SAND

LIMESTONE

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2488)

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

GROUNDWATER TABLE

SP

NUMBERS TO THE LEFT OF BORINGS INDICATE

SPT VALUE FOR 12 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

N

AREHNA PROJECT NO. B-21-065.03

SAFETY HAMMER

MEDIUM DENSE

AUTOMATIC HAMMER

GRANULAR MATERIALS-

SPT N-VALUE

GREATER THAN 24

LESS THAN 3

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 40

3 to 8

16 to 30

8 to 15

LESS THAN 1

3 to 6

1 to 3

6 to 12

24 to 40

8 to 24

12 to 24

CONSISTENCY

FIRM

SOFT

VERY STIFF

STIFF

SILTS AND CLAYS

VERY SOFT

4 to 8

2 to 4

RELATIVE DENSITY

LOOSE

DENSE

VERY DENSE

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

30 to 50

10 to 30

4 to 10

SPT N-VALUE

LESS THAN 2

VERY LOOSE

HARD GREATER THAN 30

LESS THAN 4

GREATER THAN 50

SILTY SAND

APPROXIMATE SPT BORING LOCATION

HAND AUGERHA

ASPHALT

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION50/4

CLAYEY SAND

SILT

CLAY

WEATHERED LIMESTONE

FELL UNDER WEIGHT OF ROD AND HAMMER

FELL UNDER WEIGHT OF ROD

WH

WR

LOSS OF CIRCULATION OF DRILLING FLUID (%)

CASING

NATURAL MOISTURE CONTENT (%)

FINES PASSING THE #200 STANDARD SIEVE (%)

w%

-200

LIQUID LIMIT (%)

PLASTICITY INDEX (%)

LL

PI

S…