APPENDIX II.pdf

PDF 13 MB Posted May 29, 2025

Attached to: Blackwater River State Forest Bridge Replacement – Project No. 01201ROAD24
Solicitation number: ITB-12889
Issued by: Santa Rosa County, Florida

About this file

Written by GovTribe AI · Jun 23, 2025

This file contains detailed engineering design plans for the High Bridge Road over Panther Creek #3 bridge replacement project, prepared by the Florida Department of Agriculture and Consumer Services in collaboration with Consor Engineers, LLC and Tierra, Inc. The comprehensive set of technical drawings covers multiple aspects of bridge construction, including foundation layouts, pile data tables, reinforcement details, superstructure specifications, and deck configurations. The plans are specifically for Bridge No. 570824, located in Okaloosa County, with an overall bridge length of 88'-6" featuring three 29'-6" spans and two 20'-0" approach slabs. The project involves constructing an 18" square prestressed concrete pile foundation, a 22'-8" out-to-out bridge deck with two 10'-0" lanes, and 36" single-slope traffic railings.

The engineering documents include detailed geotechnical investigations with soil boring reports revealing predominantly sandy and clayey soil compositions, with bore locations strategically placed to support bridge design. The plans specify concrete strength requirements, reinforcement details, and environmental considerations, noting the substructure and superstructure environments as moderately to slightly aggressive. The design incorporates load rating analyses using LRFD (Load and Resistance Factor Design) methodology, with provisions for various loading scenarios including HL-93 vehicle loading. The project is budgeted as part of a larger bridge replacement initiative in the Blackwater River State Forest, with a total estimated budget of up to $2,100,000 and a 360-calendar day contract period.

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Other files

File	Type	Posted
APPENDIX II.pdf	PDF	May 29, 2025
570824-High Bridge Road.pdf	PDF	May 29, 2025
APPENDIX VI.pdf	PDF	May 29, 2025
APPENDIX IV.pdf	PDF	May 29, 2025
580831-NormanRiley_580832-Envirn.Rd..pdf	PDF	May 29, 2025
APPENDIX I.pdf	PDF	May 29, 2025
Addedum I_Final.pdf	PDF	May 29, 2025
APPENDIX V.pdf	PDF	May 29, 2025
Pre-Bid Site Visit Attendees.pdf	PDF	May 29, 2025
APPENDIX III.pdf	PDF	May 29, 2025
ITB FFS 24 25 135_Final.pdf	PDF	May 29, 2025

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STATE OF FLORIDA

DEPARTMENT OF AGRICULTURE

AND CONSUMER SERVICES

CONTRACT PLANS

OKALOOSA COUNTY

HIGH BRIDGE ROAD OVER PANTHER CREEK #3

STA. 102+64.16

END BRIDGE NO. 570824

STA. 101+75.66

BEGIN BRIDGE NO. 570824

T-6-N

T-5-N

R -2

-W

R -2

-W

HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD SPECIFICATIONS

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, FY 2025-26 STANDARD PLANS FOR ROAD AND

ENGINEER OF RECORD:

STRUCTURE PLANS

VENDOR NO. F0593221706-011

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

(850) 289-1000

P.E. NO. 85538

CODY A. BARRETT, P.E.

EXPRESSWAY

T U

R N P

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

A 'S

BEACH LINE

(850) 957-5720

DANIEL HAYES

FORESTRY MAINTENANCE ADMINISTRATOR:

BRIDGE NO. 570824

LOCATION OF PROJECT

T-5-N

T-4-N

SHEET NO. SHEET DESCRIPTION

B1-20

B1-19

B1-18

B1-17

B1-16

B1-15

B1-14

B1-13

B1-12

B1-11

B1-10

B1-9

B1-8

B1-7

B1-6

B1-5

B1-4

B1-3

B1-2

B1-1

B-5

B-4

B-3

B-2

B-1

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS 2 AND 3

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

PLAN AND ELEVATION

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

521-427

458-110

455-018

455-003

455-002

455-001

415-001

TRAFFIC RAILING - (36" SINGLE-SLOPE)

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD

18" SQUARE PRESTRESSED CONCRETE PILE

SQUARE PRESTRESSED CONCRETE PILES - EDC INSTRUMENTATION

SQUARE PRESTRESSED CONCRETE PILE SPLICES

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS & NOTES

BAR BENDING DETAILS (STEEL)

D400-092 APPROACH SLABS (20 FT.) (FLEXIBLE PAVEMENT APPROACHES)

NO.

SHEET

YEAR

FISCAL

9:52:17 AM c:\pw_work\american-pw-01\d0940052\KeySheet01.dgnKyle.Chicco 1/27/2025

B-1

GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

INDEX OF PLANS

STANDARD PLANS FOR BRIDGE CONSTRUCTION

DEVELOPMENTAL DESIGN STANDARDS

A M b a r r e c p w

/c o n s o r p w .b e n tl e y

.c o m :c o n s o r p w

/D o c u m e n ts /F

L F o r e s tS e r v ic e /P r o je c ts

A D

D /S tr u c tu r e s /5

I G

N S

.d g n

STATE OF

R E

GNE LANOIS

F O

R P

ADIROLF

No 85538

ESNECIL

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

ON THE DATE ADJACENT TO THE SEAL

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH

CODY A. BARRETT, P.E. NO. 85538

FAX: (850) 289-1001

PHONE: (850) 289-1000

PACE, FLORIDA 32571

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

B1-20

B1-19

B1-18

B1-17

B1-16

B1-15

B1-14

B1-13

B1-12

B1-11

B1-10

B1-9

B1-8

B1-7

B1-6

B1-5

B1-4

B1-1

B-5

B-4

B-3

B-2

B-1

LOAD RATING SUMMARY TABLE

REINFORCING BAR LIST

FINISH GRADE ELEVATIONS (2 OF 2)

FINISH GRADE ELEVATIONS (1 OF 2)

SUPERSTRUCTURE DETAILS

SUPERSTRUCTURE

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENTS 2 AND 3

END BENT DETAILS (2 OF 2)

END BENT DETAILS (1 OF 2)

END BENT 4

END BENT 1

PILE DATA TABLE

FOUNDATION LAYOUT

SECTION THROUGH BRIDGE

PLAN AND ELEVATION

RUBBLE RIPRAP DETAILS (2 OF 2)

RUBBLE RIPRAP DETAILS (1 OF 2)

GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

ERRAB .A YDOC

STATE OF

R E

GNE LANOIS

F O

R P

ADIROLF

No 43416

ESNECIL

SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

ON THE DATE ADJACENT TO THE SEAL

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH

MITCHELL L. SMITH, P.E. NO. 43416

FAX: (850) 462-8784

PHONE: (850) 462-8774

PENSACOLA, FLORIDA 32502

175 SOUTH A STREET

TIERRA, INC.

SHEET DESCRIPTIONSHEET NO.

B1-3

B1-2

B-2

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

SIGNATURE SHEET

HTI

MS .L LLEHCTI

B-2

SIGNATURE SHEET

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

OKALOOSA

N/A

AND CONSUMER SERVICES

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

JV 08-24

AP 10-24

MC 08-24

AP 10-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

HIGH BRIDGE ROAD OVER PANTHER CREEK #3

E O

F F

L R

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-2

.A .C

A M b a r r e c p w

/c o n s o r p w .b e n tl e y

.c o m :c o n s o r p w

/D o c u m e n ts /F

L F o r e s tS e r v ic e /P r o je c ts

A D

D /S tr u c tu r e s /5

G e n e r a lN o te s

.d g n

CLEAR DIMENSION IS NOTED TO FACE OF CONCRETE.

DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING STEEL ARE TO CENTERLINE OF BAR EXCEPT WHERE

UNLESS SHOWN AS "MINIMUM COVER". SEE FDOT SPECIFICATIONS SECTION 415 FOR ALLOWABLE TOLERANCES. ALL

CONCRETE COVER DIMENSIONS SHOWN IN THE PLANS DO NOT INCLUDE PLACEMENT AND FABRICATION TOLERANCES

EXTERIOR FORMED SURFACES: 3"

EXTERNAL SURFACES CAST AGAINST EARTH OR SURFACES IN CONTACT WITH WATER: 4"

C.I.P. SUBSTRUCTURE:

TOP OF DECK AND ALL OTHER EXTERNAL SURFACES: 2"'

C.I.P. SUPERSTRUCTURE:

CONCRETE COVER:

60 PER FDOT SPECIFICATIONS SECTION 931.

STAINLESS STEEL BARS FOR CONCRETE REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF ASTM A955, GRADE

STAINLESS STEEL BARS:

GRADE 60 CARBON STEEL PER FDOT SPECIFICATIONS SECTION 931.

REINFORCING STEEL:

PRESTRESSED CONCRETE PILESF'C = 6500 V

C.I.P. SUBSTRUCTUREF'C = 5500 IV

C.I.P. SUPERSTRUCTUREF'C = 4500 II (BRIDGE DECK)

C.I.P. APPROACH SLABSF'C = 4500 II (BRIDGE DECK)

C.I.P. TRAFFIC RAILINGF'C = 3400 II

STRUCTURESTRENGTH (PSI)

CONCRETE INCOMPRESSIVE CLASS

LOCATION OFMIN. 28-DAY CONCRETE

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

CONCRETE:

UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE DESIGN.

15 PSF FUTURE WEARING SURFACE

150 PCF REINFORCED CONCRETE

430 PLF 36" SINGLE-SLOPE TRAFFIC RAILING

DEAD LOADS:

LIVE LOADS: HL-93 WITH DYNAMIC LOAD ALLOWANCE

DESIGN LOADINGS:

MATHCAD 15.0

LEAP CONCRETE - VERSION 23.00.01.16

FB MULTIPIER - VERSION 6.1.0

STRUCTURAL ANALYSIS PROGRAM:

3. OPERATIONAL IMPORTANCE FACTOR = 1.0

2. REDUNDANCY FACTOR = 1.0

LIMIT STATES.

1. LOAD AND RESISTANCE FACTOR DESIGN METHOD USING STRENGTH, SERVICE, EXTREME EVENT AND FATIGUE

DESIGN METHODOLOGY:

SUBSTRUCTURE - CONCRETE AND STEEL: MODERATELY AGGRESSIVE

SUPERSTRUCTURE - SLIGHTLY AGGRESSIVE

ENVIRONMENT:

VERTICAL DATUM IN PLANS IS BASED ON NAVD 88.

VERTICAL DATUM:

AMENDED BY CONTRACT DOCUMENTS.

APPENDED HEREIN, AND FY 2025-26 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2025-26 STANDARD PLANS AND REVISED INDEX DRAWINGS AS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

3. FDOT DESIGN MANUAL DATED JANUARY 2025.

BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION.

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS LOAD AND RESISTANCE FACTOR

1. FDOT STRUCTURES MANUAL DATED JANUARY 2025.

DESIGN SPECIFICATIONS:

UNO - UNLESS NOTED OTHERWISE

PMVC - POINT OF MINIMUM VERTICAL CLEARANCE

PGL - PROFILE GRADE LINE

MVC - MINIMUM VERTICAL CLEARANCE

F - FIXED BEARING

EJ - EXPANSION JOINT

EF - EACH FACE

E - EXPANSION BEARING

SEE FDOT STANDARD PLANS FOR COMMON ABBREVIATIONS. THE FOLLOWING ARE ADDITIONAL ABBREVIATIONS:

ABBREVIATIONS:

EXISTING BRIDGE PLANS ARE NOT AVAILABLE FOR BRIDGE NO. 574038.

EXISTING BRIDGE 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

JOINTS IN CONCRETE:

REQUIRED.

CASTING SEQUENCE, DECK FORMING SYSTEMS, CONSTRUCTION LOADS, OVERLAYS AND TEMPORARY SHORING, ETC. AS

ELEVATIONS SHOWN IN THE PLANS. ACCOUNT FOR THEORETICAL DEFLECTIONS DUE TO SELF WEIGHT, DECK

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

SCREEDING DECK SLABS:

570824 PANTHER CREEK

STANDARD PLANS NO. 521-427:

PLACE THE FOLLOWING BRIDGE NAME AND NUMBER ON THE TRAFFIC RAILINGS IN ACCORDANCE WITH FDOT

BRIDGE NAME AND NUMBER:

APPROXIMATE.

FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE SHEET B1-1. LOCATION OF UTILITIES SHOWN IN THE PLANS ARE

UTILITIES:

UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET AND INCHES EITHER HORIZONTALLY OR VERTICALLY

PLAN DIMENSIONS:

2'-0" PORTION OF THE APPROACH SLAB NOT COVERED WITH ASPHALT.

FINISH DETAIL, THIS SHEET. A CLASS 4 SURFACE FINISH SHALL BE APPLIED TO THE TOP OF DECK SURFACE AND

A CLASS 2 SURFACE FINISH SHALL BE APPLIED TO THE PORTIONS OF THE STRUCTURES SHOWN ON THE SURFACE

CONCRETE SURFACE FINISH:

SURFACE FINISH DETAIL

SURFACE FINISH

CLASS 2

SURFACE FINISH

CLASS 2

B-3

GENERAL NOTES

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

JV 09-24

AP 10-24

JV 09-24

AP 10-24

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

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BORDER : c:\pw_work\american-pw-01\d0940052\B1RiprapRubble01.dgn

11:06:00 AM11/22/20245barrec

& PGL

BRIDGE ROAD

� CONST. HIGH

1:2

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

1:2

RIPRAP (TYP.)

SAND-CEMENT

(T Y

(BANK & SHORE) (TYP.)

OF RUBBLE RIPRAP

APPROXIMATE LIMITS

(BANK & SHORE) (TYP.)

OF RUBBLE RIPRAP

APPROXIMATE LIMITS

RUBBLE RIPRAP (BANK & SHORE)

RIPRAP (TYP.)

SAND-CEMENT

BERM

3'-0" MIN.

WINGWALL

CAP

END BENT

FILTER FABRIC

5'-0"

1'-0" MIN.

BEDDING STONE

A A

BEGIN APP. SLAB

STA. 101+55.66

S 77°20'22" E

� INT. BENT 2

STA. 102+05.16

� INT. BENT 3

STA. 102+34.66

END BRIDGE

STA. 102+64.16

END APP. SLAB

STA. 102+84.16

DIRECTION

OF STATIONING

103102

BEGIN BRIDGE

STA. 101+75.66

PLAN

1:2

PARTIAL SIDE ELEVATION

(END BENT 4 SHOWN, END BENT 1 SIMILAR)

SECTION A-A

*EXTEND SAND-CEMENT RIPRAP 3'-0" MIN. BEYOND BACK FACE OF

END BENT CAP AND WINGWALL AS SHOWN

NOTE:

FILTER FABRIC SHALL BE TYPE D-2 IN ACCORDANCE WITH FDOT

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

CROSS REFERENCE:

FOR SECTIONS B-B THRU D-D, SEE SHEET B-5.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

AP 10-24

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B-4

RUBBLE RIPRAP DETAILS (1 OF 2)

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11:06:04 AM11/22/20245barrec

END BENT CAP

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

MIN.

1'-0"

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

M I N

(TYP.)

FILTER FABRIC

6" TO TOP OF

SAND-CEMENT RIPRAP

SAND-CEMENT RIPRAP (TYP.)

(BANK & SHORE)

RUBBLE RIPRAP

THROUGH SAND-CEMENT RIPRAP

#4 REBAR @ 1'-6" C/C DRIVEN

BERM

3'-0" MIN.

INT. BENT CAP

TOE OF SLOPE

1'-0" MIN.

BEDDING STONE

M I N

EL. 123.348

DHW

(TYP.)

FILTER FABRIC

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

(BANK & SHORE)

RUBBLE RIPRAP

1'-0" MIN.

BEDDING STONE

(TYP.)

FILTER FABRIC

RIPRAP (TYP.)

SAND-CEMENT

(TO ¡ SPLICE)

6'-0" MIN.

SPLICE

FILTER FABRIC

(BANK & SHORE)

RUBBLE RIPRAP

MIN.

3'-0"

APPROACH SLAB

EMBED REBAR

2'-0" MIN.

1'-0" MIN. TRENCH BELOW

BEDDING STONE

6" TO TOP OF

SAND-CEMENT RIPRAP

END BENT WINGWALL

MIN.

1'-0"

1'-0" MIN.

BEDDING STONE

THROUGH SAND-CEMENT RIPRAP

#4 REBAR @ 1'-6" C/C DRIVEN

MIN.

3'-0"

1'-0" MIN. TRENCH BELOW

BEDDING STONE

EMBED REBAR

2'-0" MIN.

SAND-CEMENT RIPRAP (TYP.)

APPROACH SLAB

6" TO TOP OF

SAND-CEMENT RIPRAP

MIN.

1:2

SECTION B-B

*1'-0" MIN.; COAT AREA BETWEEN APPROACH SLAB/END BENT CAP AND

FILTER FABRIC WITH BITUMINOUS COATING IMMEDIATELY PRIOR TO

INSTALLATION OF THE FILTER FABRIC

**COAT AREA BETWEEN WINGWALL AND FILTER FABRIC WITH

BITUMINOUS COATING IMMEDIATELY PRIOR TO INSTALLATION OF THE

FILTER FABRIC

NOTE:

FILTER FABRIC SHALL BE TYPE D-2 IN ACCORDANCE WITH FDOT

SPECIFICATIONS SECTION 985. SPLICE LENGTH SHALL BE IN

ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 514.

CROSS REFERENCE:

FOR LOCATION OF SECTIONS B-B THRU D-D, SEE SHEET B-4.

1:2

SECTION C-C

1:2

SECTION D-D

1:2

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

AP 10-24

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B-5

RUBBLE RIPRAP DETAILS (2 OF 2)

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L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1PlanElev01.dgn

11:06:06 AM11/22/20245barrec

U T

-T O

-O U

L A

N E

L A

N E

R A

(T O

B E

R E

M O

V E

E X

B R

E N

& PGL

BRIDGE ROAD

� CONST. HIGH

SHORELINE

88'-6" (OVERALL LENGTH OF BRIDGE)

(APPROACH SLAB)

20'-0"

(SPAN 3)

29'-6"

(SPAN 2)

29'-6"

(SPAN 1)

29'-6"

(APPROACH SLAB)

20'-0"

BEGIN BRIDGE � INT. BENT 2 � INT. BENT 3 END BRIDGE

NO. 521-427)

(FDOT STD. PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING

D400-092) (TYP.)

DEVELOPMENTAL STD. PLANS NO.

PAVEMENT APPROACHES) (FDOT

APPROACH SLAB (20 FT.) (FLEXIBLE

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

ROAD & PGL

AT � CONST. HIGH BRIDGE

APPROXIMATE GROUND LINE

(BANK & SHORE)

RUBBLE RIPRAP

EL. 123.348

DHW

BERM (TYP.)

3'-0" MIN.

(TYP.)

TOE OF SLOPE

(TYP.)

TOE OF SLOPE

10.52' LT.

END STA. 101+56.27

BEGIN STA. 100+93.77

PARALLEL TERMINAL

GUARDRAIL TL-2

10.52' LT.

END STA. 101+56.27

BEGIN STA. 100+93.77

PARALLEL TERMINAL

GUARDRAIL TL-2

(BANK & SHORE) (TYP.)

LIMITS OF RUBBLE RIPRAP

10.52' LT.

END STA. 103+46.00

BEGIN STA. 102+83.56

PARALLEL TERMINAL

GUARDRAIL TL-2

10.52' RT.

END STA. 103+46.00

BEGIN STA. 102+83.56

PARALLEL TERMINAL

GUARDRAIL TL-2

(TYP.)

GUARDRAIL

(BANK & SHORE) (TYP.)

LIMITS OF RUBBLE RIPRAP

LINE

SHORE

BEGIN APP. SLAB

STA. 101+55.66

BEGIN BRIDGE

STA. 101+75.66

� INT. BENT 2

STA. 102+05.16

� INT. BENT 3

STA. 102+34.66

END APP. SLAB

STA. 102+84.16

END BRIDGE

STA. 102+64.16

S 77°20'22" E

BRIDGE NO.

570824

PANTHER CREEK #3

DIRECTION

OF STATIONING

90°00'00"

(TYP.)

PLAN

ELEVATION

LEGEND:

DENOTES APPROXIMATE SOIL BORING LOCATION

NOTE:

THE APPROACH DIRT ROADWAY SHALL BE GRADED TO MEET THE

VERTICAL PROFILE AS NEEDED AFTER THE INSTALLATION OF THE

APPROACH SLAB.

F F

E E

1:2 1:2

BB-5

BB-6

CROSS REFERENCE:

1. FOR GUARDRAIL DETAILS, SEE FDOT

STANDARD PLANS NO. 536-001,

SHEET 15.

2. FOR RUBBLE RIPRAP DETAILS, SEE

SHEETS B-4 AND B-5.

-0.015

BEGIN PROFILE

STA. 101+40.00

EL. 128.761

END PROFILE

STA. 102+96.25

EL. 126.415

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-1

PLAN AND ELEVATION

100 101 102 103

BB-5

BB-6

BEGIN BRIDGE

END BENT 1

STA 101+75.66

INT. BENT 2

STA 102+05.16

INT. BENT 3

STA 102+34.66

END BRIDGE

END BENT 4

STA 102+64.16

¡ CONST. HIGH BRIDGE ROAD

50/4

50/5

50/3

50/6

BOR # BB-5

ELEV. 128.2

DATE 7/16/2024

DRILLER J. BOOTH

HAMMER AUTOMATIC

RIG D-25

ELEVATION 28.2 FT (NAVD 88)

BORING TERMINATED AT

E L

E V

A T

I O

N I

N F

E E

N A

V D

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

GRAY, RED CLAY (CL)

BROWN, GRAY, RED CLAYEY SAND (SC)

GRAY, RED CLAY (CL)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

E L

E V

A T

I O

N I

N F

E E

N A

V D

LONGITUDE: W 86.68696

LATITUDE: N 30.91100

NMC=16

-200=22

NMC=22

-200=49

NMC=17

-200=4

NMC=15

-200=67

NMC=22

-200=5

NMC=29

-200=9

NMC=23

-200=5

NMC=21

-200=5

PI=15

LL=29

NMC=18

PI=19

LL=37

NMC=27

STA.

REF.

OFF.

101+55

¡ CONST HIGH BRIDGE RD

7' LT.

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

CASING

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

NAVD 88

NMC

-200

50/4

NORTH AMERICAN VERTICAL DATUM OF 1988

PLASTICITY INDEX (%)

LIQUID LIMIT (%)

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

HAND AUGERED TO VERIFY UTILITY CLEARANCE

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

GRAY, RED CLAY (CL)

GRAY, RED CLAY (CH)

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE

SUPERSTRUCTURE

CONCRETE: MODERATELY AGGRESSIVE (5.0 ≤ pH ≤ 6.0) STEEL: EXTREMELY AGGRESSIVE (pH < 6.0)

SLIGHTLY AGGRESSIVE

BORING LOCATION PLAN

T H

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BRIDGE03_01 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B3Boring01.dgn

10:32:40 AM10/17/2024bgarcia

Feet

100200

OKALOOSA

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

N/A

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA09-24 BMG

09-24 MM

09-24 BMG

09-24 MLS

32502 FLORIDA, PENSACOLA

175 SOUTH A STREET

TIERRA, INC.

43416License Number:

MITCHELL L. SMITH, P.E.

REPORT OF CORE BORINGS (1 OF 2)

B1-2

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

100 101 102 103

BB-6

BEGIN BRIDGE

END BENT 1

STA 101+75.66

INT. BENT 2

STA 102+05.16

INT. BENT 3

STA 102+34.66

END BRIDGE

END BENT 4

STA 102+64.16

¡ CONST. HIGH BRIDGE ROAD

50/3

50/4

50/5

ELEV. 126.6

DATE 7/15/2024

DRILLER J. BOOTH

HAMMER AUTOMATIC

RIG D-25

ELEVATION 16.6 FT (NAVD 88)

BORING TERMINATED AT

E L

E V

A T

I O

N I

N F

E E

N A

V D

GRAY, RED CLAY (CH)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

GRAY, RED CLAY (CL)

E L

E V

A T

I O

N I

N F

E E

N A

V D

LONGITUDE: W 86.68661

LATITUDE: N 30.91093

PI=61

LL=93

NMC=51

PI=57

LL=85

NMC=46

PI=21

LL=37

NMC=20

NMC=11

-200=9

NMC=12

-200=37

NMC=24

-200=3

NMC=25

-200=36

NMC=23

-200=15

NMC=26

-200=6

NMC=28

-200=6

NMC=25

-200=5

NMC=23

-200=6

BOR # BB-6

STA.

REF.

OFF.

102+70

¡ CONST HIGH BRIDGE RD

5' LT.

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

CASING

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

NAVD 88

NMC

-200

50/4

NORTH AMERICAN VERTICAL DATUM OF 1988

PLASTICITY INDEX (%)

LIQUID LIMIT (%)

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

HAND AUGERED TO VERIFY UTILITY CLEARANCE

NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

BROWN, GRAY, WHITE, YELLOW SAND (SP)

BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)

BROWN, GRAY, RED SILTY SAND (SM)

BROWN, GRAY, RED CLAYEY SAND (SC)

GRAY, RED CLAY (CL)

GRAY, RED CLAY (CH)

ENVIRONMENTAL CLASSIFICATION:

SUBSTRUCTURE

SUPERSTRUCTURE

CONCRETE: MODERATELY AGGRESSIVE (5.0 ≤ pH ≤ 6.0) STEEL: EXTREMELY AGGRESSIVE (pH < 6.0)

SLIGHTLY AGGRESSIVE

BORING LOCATION PLAN

T H

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BRIDGE03_02 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B3Boring01.dgn

10:32:42 AM10/17/2024bgarcia

Feet

100200

OKALOOSA

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

N/A

DEPARTMENT OF TRANSPORTATION

STATE OF FLORIDA09-24 BMG

09-24 MM

09-24 BMG

09-24 MLS

32502 FLORIDA, PENSACOLA

175 SOUTH A STREET

TIERRA, INC.

43416License Number:

MITCHELL L. SMITH, P.E.

REPORT OF CORE BORINGS (2 OF 2)

B1-3

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1BridgeSection01.dgn

11:06:09 AM11/22/20245barrec

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING

BRIDGE ROAD & PGL

� CONST. HIGH

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

S L A

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

SECTION THROUGH BRIDGE DECK AT INTERMEDIATE BENT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-4

SECTION THROUGH BRIDGE

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1FoundLay01.dgn

11:06:15 AM11/22/20245barrec

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-5

FOUNDATION LAYOUT

ROAD & PGL

� CONST. HIGH BRIDGE

SHORELINE

T Y

A L P

S P

A C

CONCRETE PILE (TYP.)

18" SQ. PRESTRESSED

BEGIN BRIDGE

STA. 101+75.66

� INT. BENT 2

STA. 102+05.16

� INT. BENT 3

STA. 102+34.66

END BRIDGE

STA. 102+64.16

S 77°20'22" E

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

PLAN

LEGEND:

DENOTES APPROXIMATE SOIL BORING LOCATION

DENOTES PILE

DENOTES TEST PILE

NOTE:

EXISTING PILES NOT IN CONFLICT WITH PROPOSED PILES SHALL BE REMOVED

TO 2'-0" BELOW EXISTING GROUND. ANY PILE IN CONFLICT WITH PROPOSED

PILES SHALL BE COMPLETELY REMOVED. IF PILES ARE BROKEN AND CANNOT

BE COMPLETELY EXTRACTED THE CONTRACTOR MAY SUBMIT A REVISED PILE

LOCATION. ANY COST TO REVISE THE CAP SHALL BE AT THE CONTRACTOR'S

EXPENSE.

CROSS REFERENCE:

FOR PILE DATA TABLE AND NOTES, SEE SHEET B1-6.

BB-6

PANTHER CREEK #3

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

PILEDATATABLE : c:\pw_work\american-pw-01\d0940052\B1PileData01.dgn

12:35:56 PM11/22/20245barrec

DESIGN CRITERIAINSTALLATION CRITERIA

(IN.)

SIZE

PILE

(TONS)

RESISTANCE

BEARING

NOMINAL

(FT.)

ELEVATION

TIP

MINIMUM

(FT.)

ELEVATION

JET

REQUIRED

(FT.)

ELEVATION

PREFORM

REQUIRED

(TONS)

LOAD

DESIGN

FACTORED

(TONS)

DRAG

DOWN

(TONS)

RESISTANCE

SCOUR

TOTAL

(TONS)

RESISTANCE

SCOUR

NET

(FT.)

ELEVATION

SCOUR

100-YEAR

(TONS)

LOAD

UPLIFT

DESIGN

FACTORED

Ø C

O M

P R

E S

(TONS)

RESISTANCE

UPLIFT

NOMINAL

Ø U

P L

NUMBER

BENT

PIER

TABLE DATE 01/01/16

N/A 28 28 113.4 0.75 0.60

PILE DATA TABLE

ELEVATIONS

PILE CUT-OFF

≤ NOMINAL BEARING RESISTANCE

N/A

N/A 0.75 0.60N/A N/A

N/A

FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG

N/A 0.75 0.60N/A N/AN/A N/A

EVENT LOADING.

LONG TERM SCOUR ELEVATION: ESTIMATED ELEVATION OF SCOUR USED IN DESIGN FOR EXTREME

100-YEAR SCOUR ELEVATION: ESTIMATED ELEVATION OF SCOUR DUE TO THE 100 YEAR STORM EVENT.

ELEVATION.

PROVIDED BY THE SOIL FROM THE REQUIRED PREFORMED OR JETTING ELEVATION TO THE SCOUR

NET SCOUR RESISTANCE: AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION RESISTANCE

PROVIDED BY THE SCOURABLE SOIL.

TOTAL SCOUR RESISTANCE: AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION RESISTANCE

BELOW THE 100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE.

NOMINAL UPLIFT RESISTANCE: THE ULTIMATE SIDE FRICTION CAPACITY THAT MUST BE OBTAINED

N/A

103.9

104.7

14581.2

81.2

88.3

(FT.)

LENGTH

PILE

TEST

END BENT 1

INT. BENT 2

INT. BENT 3

125.1

124.7

124.2

PILE INSTALLATION NOTES:

FOR FOUNDATION LAYOUT, SEE SHEET B1-5.

CROSS REFERENCE:

8. ALL PILES SHALL BE DYNAMICALLY MONITORED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS.

FOR REBOUND PER STANDARD 455 SPECIFICATIONS.

7. TO CONTROL PILE REBOUND DURING DRIVE, CONTRACTOR SHALL SELECT APPROPRIATE SIZE HAMMER CONFIGURATION AND MONITOR

BY THE ENGINEER.

6. TEST PILES SHALL BE DRIVEN IN THE POSITION OF THE PERMANENT PLUB PILES AT THE LOCATION INDICATED OR AS DIRECTED

5. AT EACH END BENT, PILE DRIVING IS TO COMMENCE AT THE CENTER OF THE END BENT AND PROCEED OUTWARD.

4. NO JETTING WILL BE ALLOWED WITHOUT THE APPROVAL OF THE ENGINEER.

SPECIFICATIONS. ALL PILES SHALL BE DRIVEN TO THE REQUIRED MINIMUM TIP TIP ELEVATION SHOWN IN THE PROJECT PLANS.

3. MINIMUM TIP ELEVATIONS ARE REQUIRED FOR LATERAL STABILITY AND SHALL BE IN ACCORDANCE WITH THE STANDARD 455

DAMAGE DURING CONSTRUCTION.

EXCAVATION, PILE DRIVING OR CONSTRUCTION AND ASSURE THAT UTILITIES ARE PROPERLY MAINTAINED AND PROTECTED AGAINST

2. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO DRIVING ANY PILES. NOTIFY ALL INVOLVED UTILITY COMPANIES PRIOR TO

PLANS (FDOT STANDARD PLANS NOS. 455-001, 455-002, 455-003 AND 455-018).

1. ALL PILES SHALL BE 18" SQ. PRESTRESSED CONCRETE PILES AND SHALL BE DRIVEN PLUMB UNLESS OTHERWISE NOTED IN THE

N/A 0.75 0.60N/A N/AN/A N/A 16 16 113.3178 10588.3END BENT 4 18 66 123.8

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

AP 10-24

09-24 MC

10-24 AP

32571 FLORIDA, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538LICENSE NUMBER:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-6

PILE DATA TABLE

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBent01.dgn

11:06:22 AM11/22/20245barrec

24'-9"

12'-4"2

12'-4

3'-68'-10"8'-10""2

3'-6

� CAP, � PILES & � BEARING

� CONST. HIGH BRIDGE

PLAN

ELEVATION

ROAD & PGL

� CONST. HIGH BRIDGE

APPROACH SLAB

OUTLINE OF

12'-46-6E1 @ 4'-0" MAX."2

12'-4

EL. 126.831

(TYP.)

6E1 DOWELS

(TYP.)

6E1 DOWELS

1'-0" 1'-0"

*CONTINUOUS BEARING PAD

2-8E6 2-8E6

4-8E2 4-8E3

9" MAX.

4-5E7 @ "4

4-5E7 @

(TYP.)

1'-3"

(TYP. BETWEEN PILES)

10-5E7 @ 9" MAX.

(LAP WITH 5E7) (TYP.)

10-5E8 @ 9" MAX.

1-5E4 (EF)

1-8E3 (EF)

BETWEEN PILES)

2-8E5 (TYP.

PILE (TYP.)

18" CONCRETE

(TYP.)

EXP. MATERIAL

½" PREMOULDED

PILE SPACING

BEGIN BRIDGE

STA. 101+75.66

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

EL. 124.083

(LEVEL)

EL. 126.604

EL. 128.000

EL. 126.604

EL. 128.000

EL. 124.083

(LEVEL)

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-5.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-9.

3. FOR WINGWALL DETAILS, SEE SHEET B1-10.

4. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5E9 @ 6" (TYP. OVER PILES) AND 3-5E8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

AP 10-24

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-7

END BENT 1

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

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E A

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBent02.dgn

11:06:25 AM11/22/20245barrec

24'-9"

"2 112'-4"2

112'-4

"2 13'-68'-10"8'-10""2

13'-6

� CAP, � PILES & � BEARING

PLAN

(TYP.)

6E1 DOWELS

1'-0" 1'-0"

*CONTINUOUS BEARING PAD

ELEVATION

ROAD & PGL

� CONST. HIGH BRIDGE

APPROACH SLAB

OUTLINE OF

12'-46-6E1 @ 4'-0" MAX."2

12'-4

EL. 125.502

(TYP.)

6E1 DOWELS

2-8E6 2-8E6

4-8E2 4-8E3

4-5E7 @ "4

4-5E7 @

(TYP.)

1'-3"

10-5E7 @ 9" MAX.

10-5E8 @ 9" MAX.

1-5E4 (EF)

1-8E3 (EF)

BETWEEN PILES)

2-8E5 (TYP.

PILE (TYP.)

18" CONCRETE

(TYP.)

EXP. MATERIAL

½" PREMOULDED

END BRIDGE

STA. 102+64.16

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

PILE SPACING

EL. 122.754

(LEVEL)

EL. 125.275

EL. 126.671

EL. 125.275

EL. 126.671

EL. 122.754

(LEVEL)

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-5.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-9

3. FOR WINGWALL DETAILS, SEE SHEET B1-10.

4. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5E9 @ 6" (TYP. OVER PILES) AND 3-5E8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

AP 10-24

0924 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-8

END BENT 4

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

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H E

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.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBentDet01.dgn

11:06:27 AM11/22/20245barrec

5E7

5E4 (EF)

(TOP & SIDES)

3" CL.

8E5 OR 8E6

(B O

T T

O M

V A

R I E

3'-0"

SECTION B-B

4ƃ"

5½"

3 SPACES @ 9¼" (BOTTOM)

3 SPACES @ 8Ƅ" (-) (TOP)

4ƃ"

5½"

P A

C E

(T Y

8E2 & 8E3 (TOP)

8E3, 8E5 & 8E6 (BOTTOM)

2'-0"1'-0"

1'-6"6""8 55"8

EXP. JT.

BEGIN/END BRIDGE

D E

C K

APPROACH SLAB

� BEARING

3'-0"

� PILES

� CAP &

9"1'-6"9"

SECTION A-A

"8 14"4

32'-3"8

V A

T O

APPROACH SLAB

� PILES

� CAP &

6E1 DOWELS

*21'-9" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD WITH DUROMETER HARDNESS 50.

IN LIEU OF A CONTINUOUS BEARING PAD, A PAD IN SECTIONS OF 5'-0" OR LONGER MAY BE USED.

**PREMOULDED EXPANSION MATERIAL TO BE PLACED ON BOTH SIDES OF THE BEARING PAD.

***VARIES (0" TO 3")

****BARS 5E8 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8E2

CROSS REFERENCE:

1. FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEETS B1-7 AND B1-8.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

8E2 (TYP. TOP ROW)

8E3 (TYP. UNO)

6E1 DOWELS

5E4 (EF)

(TOP & SIDES)

3" CL.

5E9

8E3 (TYP. UNO)

(B O

T T

O M

C L

2'-0"1'-0"

1'-6"6""8 55"8

EXP. JT.

BEGIN/END BRIDGE

� BEARING

D E

C K

WITH 5E7)

****5E8 (LAP

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-9

END BENT DETAILS (1 OF 2)

*TIE TO REINFORCING STEEL

**LAP WITH 8E3 AND 5E4

CROSS REFERENCE:

1. FOR LOCATION OF WINGWALLS, SEE SHEETS B1-7 AND B1-8.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

4'-6"

2'-0"1'-0"1'-6"

90°00'00"

(TYP.)

PILE

BEGIN/END BRIDGE

CAP

END BENT

4'-6"

WING "A" ELEVATION

SECTION C-C

5-4W1 @ 1'-0" MAX. (EF)"4

(T Y

4W1 (EF)

E F

EL. "A"

(LEVEL)

A X

(B O

T T

O M

(TOP & SIDES)

3" CL.

4W1

**5W3

*WWF 4X4

WING "A" PLAN

EL. "B"

(LEVEL)

EL. "A" EL. "B"

END BENT 1

END BENT 4

128.000

126.671

124.083

122.754

TABLE OF ELEVATIONS

LOCATION

(TYP.)

*WWF 4X4

5W2

(T Y

4'-6"

2'-0" 1'-0" 1'-6"

PILE

BEGIN/END BRIDGE

CAP

END BENT

4'-6"

WING "B" ELEVATION

5-4W1 @ 1'-0" MAX. (EF) "4

4W1 (EF)

E F

**5W3

*WWF 4X4

WING "B" PLAN

(TYP.)

*WWF 4X4

5W2

EL. "A"

(LEVEL)

EL. "B"

(LEVEL)

90°00'00"

(TYP.)

T H

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

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-2

.A .C

ENDBENTDETAILS : c:\pw_work\american-pw-01\d0940052\B1EndBentDet02.dgn

11:06:30 AM11/22/20245barrec

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-10

END BENT DETAILS (2 OF 2)

T H

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1IntBent01.dgn

11:06:33 AM11/22/20245barrec

22'-8"

11'-4"11'-4"

2'-6"8'-10"8'-10"2'-6"

PLAN

� CAP, � PILES & � BEARING

*CONTINUOUS BEARING PAD

(TYP.)

6C1 SS DOWELS

ELEVATION

ROAD & PGL

� CONST. HIGH BRIDGE

1'-4"11-6C1 SS DOWELS @ 2'-0" MAX.1'-4"

EL. "A"

3-5C7 @

(TYP.)

1'-3"

10-5C7 @ 9" MAX.

10-5C8 @ 9" MAX.

2-8C6

4-8C2 4-8C3

1-8C3 (EF)

BETWEEN PILES)

2-8C5 (TYP.

PILE (TYP.)

18" CONCRETE

3-5C7 @

2-8C6

1-5C4 (EF)

DIRECTION

OF STATIONING

� INT. BENT 2 STA. 102+05.16

� INT. BENT 3 STA. 102+34.66

90°00'00"

(TYP.)

PILE SPACING

*21'-8" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD

WITH DUROMETER HARDNESS 50. IN LIEU OF A CONTINUOUS BEARING

PAD, A PAD IN SECTION OF 5'-0" OR LONGER MAY BE USED.

**3-5C9 @ 6" (TYP. OVER PILES) AND 3-5C8 @ 6" (ONLY REQUIRED

WITHIN LIMITS OF BARS 8E2)

CROSS REFERENCE:

1. FOR FOUNDATION LAYOUT, SEE SHEET B1-5.

2. FOR SECTIONS A-A AND B-B, SEE SHEET B1-12.

3. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

EL. "C"

(LEVEL)

EL. "B" EL. "B"

EL. "C"

(LEVEL)

EL. "A" EL. "B" EL. "C"

INT. BENT 2

INT. BENT 3

126.388

125.945

126.161

125.718

123.661

123.218

TABLE OF ELEVATIONS

LOCATION

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-11

INTERMEDIATE BENTS 2 AND 3

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

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H E

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T R

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Y S

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1IntBentDet01.dgn

11:06:36 AM11/22/20245barrec

V A

R I E

3'-0"

SECTION B-B

4ƃ"

5½"

3 SPACES @ 9¼" (BOTTOM)

3 SPACES @ 8Ƅ" (-) (TOP)

4ƃ"

5½"

P A

C E

S ƃ

8C2 & 8C3 (TOP)

8C3, 8C5 & 8C6 (BOTTOM)

1'-6"1'-6"

D E

C K

� BEARING

3'-0"

� PILES

� CAP &

9"1'-6"9"

SECTION A-A

"8 14"4

32'-3"8

V A

T O

� PILES

� CAP &

1'-6"1'-6"

D E

C K

6C1 SS DOWEL

� BEARING

6C1 SS DOWEL

8C5 OR 8C6

(T Y

8C2 (TYP. TOP ROW)

8C3 (TYP. UNO)

WITH 5C7)

****5C8 (LAP

5C4 (EF)

5C7

5C4 (EF)

(TYP.)

3" CL.

5C9

8C3 (TYP. UNO)

(TYP.)

3" CL.

*21'-8" X 6" X ¾" CONTINUOUS UNREINFORCED NEOPRENE RUBBER PAD WITH DUROMETER HARDNESS 50.

IN LIEU OF A CONTINUOUS BEARING PAD, A PAD IN SECTIONS OF 5'-0" OR LONGER MAY BE USED.

**PREMOULDED EXPANSION MATERIAL TO BE PLACED ON BOTH SIDES OF THE BEARING PAD.

***VARIES (0" TO 2¾")

****BARS 5C8 ARE ONLY REQUIRED WITHIN LIMITS OF BARS 8C2

CROSS REFERENCE:

1. FOR LOCATIONS OF SECTIONS A-A AND B-B, SEE SHEET B1-11.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-12

INTERMEDIATE BENT DETAILS

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1TypicalSection01.dgn

11:06:40 AM11/22/20245barrec

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING� CONST. HIGH BRIDGE ROAD

PGL

*4S

(½" CONT. V-GROOVE)

3" (TYP.)

*4P

*4V

8S1 (TYP.)

(TYP. UNO)

8S2 **8S3 OR 8S5 5S6

(T Y

C L

S L A

*BARS INCLUDED IN TRAFFIC RAILINGS (SEE FDOT STANDARD PLANS NO. 521-427)

**SPACED BETWEEN 8S2 (BOTTOM OF SLAB)

CROSS REFERENCE:

FOR REINFORCING BAR LIST, SEE SHEET B1-19.

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

TYPICAL SECTION THROUGH BRIDGE DECK

(SECTION AT BEGIN/END BRIDGE AND MIDSPAN)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-13

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

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A N

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1TypicalSection02.dgn

11:06:43 AM11/22/20245barrec

22'-8" OUT-TO-OUT

11'-4"11'-4"

RAILING

1'-4"

LANE

10'-0"

LANE

10'-0"

RAILING

1'-4"

NO. 521-427) (TYP.)

(FDOT STANDARD PLANS

(36" SINGLE-SLOPE)

TRAFFIC RAILING� CONST. HIGH BRIDGE ROAD

PGL

*4S

(½" CONT. V-GROOVE)

3" (TYP.)

*4P

*4V

8S1 (TYP.)

(TYP. UNO)

8S2 5S6

(T Y

C L

S L A

**8S4

TYPICAL SECTION THROUGH BRIDGE DECK

(SECTION AT INTERMEDIATE BENTS)

*BARS INCLUDED IN TRAFFIC RAILINGS (SEE FDOT STANDARD PLANS NO. 521-427)

**SPACED BETWEEN 8S1 (TOP OF SLAB) (TYP. AT INT. BENTS)

CROSS REFERENCE:

FOR REINFORCING BAR LIST, SEE SHEET B1-19.

SLOPE: 0.02 FT/FT SLOPE: 0.02 FT/FT

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-14

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

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-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1Superst01.dgn

11:06:46 AM11/22/20245barrec

88'-6" (OVERALL LENGTH OF BRIDGE)

29'-6" (SPAN 3)29'-6" (SPAN 2)29'-6" (SPAN 1)

1" 1"

(TYP. AT INT. BENTS)

¾" INT. OPEN JOINT

LEFT COPING

LEFT GUTTER

RIGHT COPING

R A

U T

-T O

-O U

� EXP. JOINT� EXP. JOINT

EXP. JT.

-8

M A

X (B

O T

T O

M O

F S

L A

-8 S

A X

O P

O F

S L

A B

& PGL

BRIDGE ROAD

� CONST. HIGH

89-5S6 @ 1'-0" MAX. (TOP & BOTTOM OF SLAB) "8

34"8

(TYP. EACH SIDE)

35'-0" (TO BAR 8S5)

(TYP. EACH SIDE)

35'-0" (TO BAR 8S5)

(TYP.)

(FDOT STD. PLANS NO. 521-427)

BARS 4S IN TRAFFIC RAILING

PLAN

3'-2"9'-10"9'-10"3'-2"

8S1 (TYP.)

(TOP OF SLAB) (TYP.)

(SPA. BETWEEN 8S1)

*8S4 (STAGGERED)

� INT. BENT

REINFORCEMENT DETAIL AT INT. BENTS

V-GROOVE

" TOOLED2

SLAB

OVERFILL)

***SEAL (DO NOT

BENTS)

(TYP. AT INT.

SEE DETAIL "A"

(S P

B E

T W

E E

O T

T O

M O

F S

L A

-8

M A

(S P

A B

E T

W E

E N

(T O

P O

F S

L A

(S P

B E

T W

E E

O T

T O

M O

F S

L A

-8

M A

(S P

A B

E T

W E

E N

(T O

P O

F S

L A

(S P

B E

T W

E E

O T

T O

M O

F S

L A

-8

M A

9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"9'-10"

GUTTER

RIGHT

(MIDSPAN) (TYP.)

½" V-GROOVE

BEGIN BRIDGE

STA. 101+75.66

� INT. BENT 2

STA. 102+05.16

� INT. BENT 3

STA. 102+34.66

END BRIDGE

STA. 102+64.16

S 77°20'22" E

90°00'00"

(TYP.)

DIRECTION

OF STATIONING

DETAIL "A"

1 OR

LEGEND:

DENOTES POUR NUMBER

DENOTES DIRECTION OF POUR

*STAGGERED OVER INT. BENT AS SHOWN IN REINFORCEMENT DETAIL

**V-GROOVE/OPEN JOINT SPACING IN TRAFFIC RAILINGS (FOR DETAILS, SEE FDOT STANDARD

PLANS NO. 521-427)

***FILL TOOLED V-GROOVE WITH TYPE D SEALANT PER FDOT SPECIFICATIONS SECTION 932.

GROOVE SHALL BE CLEAN AND FREE OF GREASE AND DEBRIS BEFORE FILLING.

NOTE:

THE SLAB CASTING SEQUENCE MAY NOT BE CHANGED UNLESS THE CONTRACTOR'S SPECIALTY

ENGINEER PERFORMS A NEW STRUCTURAL ANALYSIS AND NEW DEFLECTION DIAGRAMS AND

REVISED SLAB REINFORCING STEEL LAYOUTS AND BAR LISTS ARE DEVELOPED. A MINIMUM

OF 72 HOURS IS REQUIRED BETWEEN SUCCESSIVE POURS IN A GIVEN UNIT.

CROSS REFERENCE:

1. FOR TYPICAL SECTION THROUGH BRIDGE DECK, SEE SHEETS B1-13 AND B1-14.

2. FOR REINFORCING BAR LIST, SEE SHEET B1-19.

OPTIONAL CONST.

JOINT SPACING

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-15

SUPERSTRUCTURE

E O

F F

L R

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D O

F T

S H

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T I

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H E

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T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1SuperstDet01.dgn

11:06:50 AM11/22/20245barrec

(SPAN 3)

29'-6"

(SPAN 2)

29'-6"

(SPAN 1)

29'-6"

BEGIN BRIDGE ¡ BEARING END BRIDGE¡ BEARING

Δ Δ

TABLE OF DEFLECTIONS

SPAN ¬ (IN)

END BENTS 2"

MOVEMENT

TOTAL DESIGN

LOCATION

@ 70°F

DIM. "A"

PER 10°F

DIM. "A" ADJUSTMENT

TABLE DATE 1-01-09

POURED EXPANSION JOINT DATA TABLE

ƍ" 1 16"

EXP. JOINT. WORK THIS TABLE WITH FDOT STANDARD PLANS NO. 458-110.

DIM. "A" ADJUSTMENT PER 10°F SHOWN IS MEASURED PERPENDICULAR TO �

NOTE:

0.217

0.060

0.217

LOCATION

NM2M1

DIMENSIONS

ANGLE Ø

L1 L2

APPROACH SLAB TABLE OF DIMENSIONS

WORK THIS DATA TABLE WITH FDOT STANDARD PLANS NO. D400-092.

DIMENSIONS L1 & L2 ARE MEASURED ALONG GUTTER LINE.

DIMENSION NOTES:

TABLE DATE 11-01-16

APPROACH SLAB 1

APPROACH SLAB 2

20'-0"

1'-4"

20'-0"

90°00'00"

DEAD LOAD DEFLECTION DIAGRAM

E N

D B

E N

D B

E N

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-16

SUPERSTRUCTURE DETAILS

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1FinishGrEL01.dgn

11:06:55 AM11/22/20245barrec

U T

-T O

-O U

R A

& PGL

BRIDGE ROAD

� CONST. HIGH

(APPROACH SLAB 2)

20'-0"

(SPAN 3)

29'-6"

(SPAN 2)

29'-6"

(SPAN 1)

29'-6"

(APPROACH SLAB 1)

20'-0"

3 SPACES @ 6'-8"3 SPACES @ 9'-10"3 SPACES @ 9'-10"3 SPACES @ 9'-10"3 SPACES @ 6'-8"

LEFT COPING LEFT GUTTER

RIGHT COPING RIGHT GUTTER

22'-8" OUT-TO-OUT

RAILING

1'-4"

10'-0"

RAILING

1'-4"

PGL

� CONST. HIGH BRIDGE ROAD

LEFT COPING

LEFT GUTTER

RIGHT COPING

RIGHT GUTTER

521-427) (TYP.)

(FDOT STD. PLANS NO.

(36" SINGLE-SLOPE)

TRAFFIC RAILING

102 103

BEGIN APP. SLAB

STA. 101+55.66

BEGIN BRIDGE

STA. 101+75.66

� INT. BENT 2

STA. 102+05.16

� INT. BENT 3

STA. 102+34.66

END APP. SLAB

STA. 102+84.16

END BRIDGE

STA. 102+64.16

S 77°20'22" E

DIRECTION

OF STATIONING

90°00'00"

(TYP.)

PLAN

1 2 1 2 1 2 1 2 1 2

SLOPE: 0.02 FT/FTSLOPE: 0.02 FT/FT

FINISH GRADE ELEVATION POINTS

(BRIDGE AND APPROACH SLABS)

CROSS REFERENCE:

1. FOR PROFILE GRADE, SEE SHEET B1-1.

2. WORK THIS SHEET WITH SHEET B1-18.

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-17

FINISH GRADE ELEVATIONS (1 OF 2)

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1FinishGrEL02.dgn

11:06:59 AM11/22/20245barrec

LOCATION 1 2

LEFT COPING

RIGHT GUTTER

RIGHT COPING

APP. SLAB

BEGIN

FINISH GRADE ELEVATIONS - APPROACH SLAB 1

LEFT GUTTER

� CONST. HIGH BRIDGE ROAD & PGL

BRIDGE

BEGIN

LOCATION 1 2

LEFT COPING

RIGHT GUTTER

RIGHT COPING

LEFT GUTTER

� CONST. HIGH BRIDGE ROAD & PGL

FINISH GRADE ELEVATIONS - SPAN 1

BRIDGE

BEGIN

BENT 2

¡ INT.

LOCATION 1 2

LEFT COPING

RIGHT GUTTER

RIGHT COPING

LEFT GUTTER

� CONST. HIGH BRIDGE ROAD & PGL

FINISH GRADE ELEVATIONS - SPAN 2

BENT 2

¡ INT.

BENT 3

¡ INT.

LOCATION 1 2

LEFT COPING

RIGHT GUTTER

RIGHT COPING

LEFT GUTTER

� CONST. HIGH BRIDGE ROAD & PGL

FINISH GRADE ELEVATIONS - SPAN 3

BENT 3

¡ INT.

BRIDGE

END

LOCATION 1 2

LEFT COPING

RIGHT GUTTER

RIGHT COPING

FINISH GRADE ELEVATIONS - APPROACH SLAB 2

LEFT GUTTER

� CONST. HIGH BRIDGE ROAD & PGL

APP. SLAB

END

BRIDGE

END

128.299

128.326

128.526

128.326

128.299

CROSS REFERENCE:

WORK THIS SHEET WITH SHEET B1-17.

128.199

128.226

128.426

128.226

128.199

128.099

128.126

128.326

128.126

128.099

127.999

128.026

128.226

128.026

127.999

128.026

128.226

128.026

127.999

127.851

127.878

128.078

127.878

127.851

127.704

127.730

127.930

127.730

127.704

127.556

127.583

127.783

127.583

127.556

127.583

127.783

127.583

127.556

127.408

127.435

127.635

127.435

127.408

127.261

127.288

127.488

127.288

127.261

127.113

127.140

127.340

127.140

127.113

127.140

127.340

127.140

127.113

126.966

126.992

127.192

126.992

126.966

126.818

126.845

127.045

126.845

126.818

126.670

126.697

126.897

126.697

126.670

126.697

126.897

126.697

126.670

126.570

126.597

126.797

126.597

126.570

126.470

126.497

126.697

126.497

126.470

126.370

126.397

126.597

126.397

126.370

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

09-24 JV

10-24AP

09-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-18

FINISH GRADE ELEVATIONS (2 OF 2)

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1RebarList01.dgn

9:10:28 AM12/5/20245chambm

FOR BAR BENDING DETAILS (STEEL), SEE FDOT STANDARD PLANS NO 415-001.

CROSS REFERENCE:

*STAINLESS STEEL BAR

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

ROAD NO. COUNTY FINANCIAL PROJECT ID

DEPARTMENT OF AGRICULTURE

STATE OF FLORIDA

10-24 MC

10-24AP

10-24 MC

10-24 AP

32571 FL, PACE

4489 WOODBINE ROAD

CONSOR ENGINEERS, LLC

85538License Number:

CODY A. BARRETT, P.E.

BRIDGE NO. 570824

B1-19

REINFORCING BAR LIST

MARK LENGTH NO TYP STY B C D E F H J K N ϕ

SIZE DES FT IN BARS BAR A G FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR NO ANG

Unit 1

LOCATION APPROACH SLAB 1 NO. REQUIRED = 1

5 A1 -19 8 24 1 -19 8

8 A2 -19 8 31 1 -19 8

5 B -22 4 48 1 -22 4

5 C -5 0 40 1 -5 0

LOCATION SUPERSTRUCTURE UNIT (SPANS 1-3) NO. REQUIRED = 1

8 S1 -92 2 37 2 -4 4 -87 10 1

8 S2 -92 2 28 2 -4 4 -87 10 1

8 S3 -24 0 54 1 -24 0

8 S4 -22 10 72 1 -22 10

8 S5 -18 6 27 1 -18 6

5 S6 -22 4 178 1 -22 4

LOCATION APPROACH SLAB 2 NO. REQUIRED = 1

5 A1 -19 8 24 1 -19 8

8 A2 -19 8 31 1 -19 8

5 B -22 4 48 1 -22 4

5 C -5 0 40 1 -5 0

LOCATION END BENT NO. REQUIRED = 2

6 E1 -4 0 6 23 -1 7 -0 3 -1 7

8 E2 -14 11 4 12 -7 5 -7 5 2

8 E3 -24 3 6 1 -24 3

5 E4 -24 3 2 1 -24 3

8 E5 -9 6 4 11 -6 10 -1 4 -1 4

8 E6 -4 11 4 11 -2 3 -1 4 -1 4

5 E7 -9 11 28 4 4 4 -1 11 -2 6

5 E8 -6 5 23 11 -2 6 -1 11 -1 11

5 E9 -6 5 9 11 -2 6 -1 11 -1 11

4 W1 -3 4 10 1 -3 4

5 W2 -4 0 10 1 -4 0

5 W3 -6 0 6 12 -3 0 -3 0 90

LOCATION INTERMEDIATE BENT NO. REQUIRED = 2

*6 C1 -3 6 11 23 -1 4 -0 3 -1 4

8 C2 -14 11 4 12 -7 5 -7 5 2

8 C3 -22 3 6 1 -22 2

5 C4 -22 3 2 1 -22 2

8 C5 -9 6 4 11 -6 10 -1 4 -1 4

8 C6 -3 11 4 11 -1 3 -1 4 -1 4

5 C7 -10 0 26 4 4 4 -2 0 -2 6

5 C8 -6 6 23 11 -2 6 -2 0 -2 0

5 C9 -6 6 9 11 -2 6 -2 0 -2 0

E O

F F

L R

E C

O R

D O

F T

S H

E E

T I

S T

H E

E L

E C

T R

O N

L L

Y S

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

-2

.A .C

BORDER : c:\pw_work\american-pw-01\d0940052\B1DataTableLoadRating01.dgn

11:07:06 AM11/22/20245barrec

29'-6" (SPAN 3)29'-6" (SPAN 2)29'-6" (SPAN 1)

BEGIN BRIDGE END BRIDGELOCATION "A"

11'-9"2

17'-8

LOCATION "A"

11'-9 "2

17'-8

E N

L O

C A

T O

N S

DWDCLL

VEHICLELIMIT STATE

L E

V E

LOAD FACTORS SHEAR (STRENGTH)

TABLE 2 - LRFR

L O

A D

R A

D E

1.35

1.25STRENGTH I (INV)

STRENGTH I (OP)

FL120 60.0 1.35

1.25

1.50

N/A N/A

N/A

L O

A D

R A

P E

R M

(TONS)

WEIGHT

F A

C T

O R

T R

F A

C T

O R

R A

HL-93

N/A

1.75 2.24

2.24

1.33

1.73

1.41

N/A

84.67

F A

C T

O R

T R

F A

C T

O R

R A

T O

N S

L O

C A

E N

N/A

STRENGTH II

N/A

TABLE DATE 01-01-11

OTHER APPROPRIATE COMMENTS.

IF OTHER THAN LRFD.

INTERIOR/EXTERIOR BEAM DF METHOD

COMMENTS:

RATING LOCATIONS

LOAD RATING SUMMARY DETAILS FOR REINFORCED CONCRETE BRIDGES

MOMENT (STRENGTH)

N/A

N/AN/A

INTERIOR STRIP

3. LEAP BRIDGE CONCRETE VERSION 23.00.01.16 SOFTWARE USED ON SEPTEMBER 30, 2024 FOR LOAD RATING.

YES NO

2. HAS THE AASHTO LRFD SPECIFICATIONS ARTICLE 5.7.3.5 LONGITUDINAL REINFORCEMENT BEEN SATISFIED?

1. PERMIT CAPACITY IS DETERMINED BY USING THE PERMIT VEHICLE IN ALL LANES.

TABLE 2 NOTES:

OP - OPERATING

INV - INVENTORY

2. ABBREVIATIONS:

1. THIS TABLE IS BASED ON THE REQUIREMENTS ESTABLISHED IN THE JANUARY 2024 "STRUCTURES MANUAL".

GENERAL NOTES:

END BENT 4INT. BENT 2END BENT 1

11'-9½"

INT. BENT 3

REF. DWG. NO.

SHEE…

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File details come from the government source that posted it. Updated Jun 23, 2025.