APPENDIX II.pdf
PDF 13 MB Posted
- Solicitation number
- ITB-12889
- Issued by
- Santa Rosa County, Florida
About this file
This document contains contract plans for a bridge construction project prepared by the Florida Department of Agriculture and Consumer Services in Okaloosa County. The project involves replacing Bridge No. 570824, known as High Bridge Road over Panther Creek #3, with a new 88'-6" long bridge featuring three 29'-6" spans and 20'-0" approach slabs on each end. The bridge will have a 22'-8" out-to-out width with two 10'-0" lanes, 1'-4" railings on each side, and will utilize 18" square prestressed concrete piles. The project is designed using FDOT's 2025-26 standard specifications and plans, with engineering by Consor Engineers, LLC and geotechnical work by Tierra, Inc.
The contract plans include detailed technical specifications for concrete strength, reinforcement, pile installation, expansion joints, and traffic railing configurations. The project appears to be funded through the Florida Department of Transportation and will require precise engineering and construction techniques, including environmental considerations for the bridge crossing Panther Creek. The design accounts for soil conditions identified through geotechnical borings, with specific requirements for pile placement, concrete cover, and structural integrity. The bridge is designed to accommodate local traffic needs while ensuring long-term durability and safety standards.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 570824-High Bridge Road.pdf | ||
| APPENDIX VI.pdf | ||
| APPENDIX IV.pdf | ||
| 580831-NormanRiley_580832-Envirn.Rd..pdf | ||
| APPENDIX I.pdf | ||
| Addedum I_Final.pdf | ||
| APPENDIX V.pdf | ||
| Pre-Bid Site Visit Attendees.pdf | ||
| APPENDIX III.pdf | ||
| ITB FFS 24 25 135_Final.pdf |
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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
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
(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
/2
/2
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/S
I G
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STATE OF
R E
E
NI
GNE LANOIS
SE
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
TT
ERRAB .A YDOC
STATE OF
R E
E
NI
GNE LANOIS
SE
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
M
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
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
T
E O
F F
IC
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L R
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O R
D O
F T
H
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S H
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T I
S T
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T R
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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
/5
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A D
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/B
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:
DESIGNED 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.
E O
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& PGL
BRIDGE ROAD
� CONST. HIGH
:2
1:2
1:2
:2
(TYP.)
TOE OF SLOPE
(TYP.)
TOE OF SLOPE
:2
1:2
1:2
:2
RIPRAP (TYP.)
SAND-CEMENT
(T Y
P
M
IN
BB
C
C
D
D
(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
M
IN
BB
AA
A A
A
C
CD
D
A
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:
DESIGNED 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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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
N
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"
N
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:
DESIGNED 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)
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
BORDER : c:\pw_work\american-pw-01\d0940052\B1PlanElev01.dgn
11:06:06 AM11/22/20245barrec
O
U T
-T O
-O U
T
L A
N E
L A
N E
R A
IL
IN
G
R A
IL
IN
G
(T O
B E
R E
M O
V E
D
E X
IS
T
IN
G
B R
ID
G
E N
O
& 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.
EJ
EJ
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:
DESIGNED 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
N
HA
HA
50/4
50/4
50/5
50/3
50/3
50/6
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
T
N A
V D
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)
BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)
GRAY, RED CLAY (CL)
BROWN, GRAY, RED CLAYEY SAND (SC)
GRAY, RED CLAY (CL)
GRAY, RED CLAY (CL)
BROWN, GRAY, WHITE, YELLOW SAND (SP)
BROWN, GRAY, WHITE, YELLOW SAND (SP)
E L
E V
A T
I O
N I
N F
E E
T
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.)
(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
PI
LL
NMC
-200
HA
50/4
N
SP
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
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
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
BRIDGE03_01 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B3Boring01.dgn
10:32:40 AM10/17/2024bgarcia
Feet
100200
N
OKALOOSA
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
N/A
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
N
HA
HA
50/3
50/4
50/4
50/5
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
T
N A
V D
GRAY, RED CLAY (CH)
BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)
BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)
BROWN, GRAY, YELLOW SLIGHTLY SILTY SAND (SP-SM)
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, RED SILTY SAND (SM)
BROWN, GRAY, RED CLAYEY SAND (SC)
BROWN, GRAY, RED CLAYEY SAND (SC)
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
T
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.)
(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
PI
LL
NMC
-200
HA
50/4
N
SP
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
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
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
BRIDGE03_02 [SHEET] : c:\pw_work\american-pw-01\brittany.garcia\d0924805\B3Boring01.dgn
10:32:42 AM10/17/2024bgarcia
Feet
100200
N
OKALOOSA
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
N/A
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
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
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
B
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:
DESIGNED 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
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
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:
DESIGNED 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
SHORELINE
T Y
P
IC
A L P
IL
E
S P
A C
IN
G
CONCRETE PILE (TYP.)
18" SQ. PRESTRESSED
6"
6"
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
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
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
S
IO
N
(TONS)
RESISTANCE
UPLIFT
NOMINAL
Ø U
P L
IF
T
NUMBER
BENT
or
PIER
TABLE DATE 01/01/16
N/A 28 28 113.4 0.75 0.60
PILE DATA TABLE
ELEVATIONS
PILE CUT-OFF
Ø
≤ NOMINAL BEARING RESISTANCE
N/A
N/A 0.75 0.60N/A N/A
N/A
N/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
P
IL
E
P
IL
E
P
IL
E
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:
DESIGNED 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
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
BORDER : c:\pw_work\american-pw-01\d0940052\B1EndBent01.dgn
11:06:22 AM11/22/20245barrec
24'-9"
"2
12'-4"2
12'-4
"2
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
"2
12'-46-6E1 @ 4'-0" MAX."2
12'-4
EL. 126.831
(TYP.)
6E1 DOWELS
(TYP.)
6E1 DOWELS
(W
IN
G
A
(W
IN
G
B
1'-0" 1'-0"
*CONTINUOUS BEARING PAD
2-8E6 2-8E6
4-8E2 4-8E3
"4
9"
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)
B
B
A
A
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 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
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
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
(W
IN
G
A
(W
IN
G
B
1'-0" 1'-0"
*CONTINUOUS BEARING PAD
ELEVATION
ROAD & PGL
� CONST. HIGH BRIDGE
APPROACH SLAB
OUTLINE OF
"2
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)
B
B
A
A
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:
DESIGNED 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
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
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
C
L
V A
R I E
S
T
O
3'-0"
SECTION B-B
4ƃ"
5½"
3 SPACES @ 9¼" (BOTTOM)
3 SPACES @ 8Ƅ" (-) (TOP)
4ƃ"
5½"
S
P A
C E
S
¾
(T Y
P
8E2 & 8E3 (TOP)
8E3, 8E5 & 8E6 (BOTTOM)
2'-0"1'-0"
1'-6"6""8 55"8
EXP. JT.
2"
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
R
IE
S
T O
M
IN
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.
2"
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:
DESIGNED 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"
C
C
WING "A" ELEVATION
SECTION C-C
5-4W1 @ 1'-0" MAX. (EF)"4
(T Y
P
C
L
4W1 (EF)
W
E F
EL. "A"
(LEVEL)
W
M
A X
E
F
(B O
T T
O M
C
L
E
F
(TOP & SIDES)
3" CL.
4W1
"4
**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
5W2
(T Y
P
C
L
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)
W
E F
"4
**5W3
*WWF 4X4
WING "B" PLAN
(TYP.)
*WWF 4X4
5W2
5W2
C
C
EL. "A"
(LEVEL)
EL. "B"
(LEVEL)
90°00'00"
(TYP.)
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
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:
DESIGNED 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
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
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
B
B
A
A
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 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
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
BORDER : c:\pw_work\american-pw-01\d0940052\B1IntBentDet01.dgn
11:06:36 AM11/22/20245barrec
V A
R I E
S
T
O
3'-0"
SECTION B-B
4ƃ"
5½"
3 SPACES @ 9¼" (BOTTOM)
3 SPACES @ 8Ƅ" (-) (TOP)
4ƃ"
5½"
S
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
R
IE
S
T O
¾
M
IN
� PILES
� CAP &
1'-6"1'-6"
D E
C K
6C1 SS DOWEL
� BEARING
6C1 SS DOWEL
8C5 OR 8C6
(T Y
P
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:
DESIGNED 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
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
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
P
C L
S L A
B
*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:
DESIGNED 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
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
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
P
C L
S L A
B
**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:
DESIGNED 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
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
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
IL
IN
G
R A
IL
IN
G
"2
O
U T
-T O
-O U
T
� EXP. JOINT� EXP. JOINT
EXP. JT.
2"
EXP. JT.
2"
-8
S
M A
X (B
O T
T O
M O
F S
L A
B
-8 S
M
A X
(T
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
A
B E
T W
E E
N
S
(B
O T
T O
M O
F S
L A
B
-8
S
M A
X
(S P
A B
E T
W E
E N
S
(T O
P O
F S
L A
B
(S P
A
B E
T W
E E
N
S
(B
O T
T O
M O
F S
L A
B
-8
S
M A
X
(S P
A B
E T
W E
E N
S
(T O
P O
F S
L A
B
(S P
A
B E
T W
E E
N
S
(B
O T
T O
M O
F S
L A
B
-8
S
M A
X
X
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:
DESIGNED 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
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
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
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"
20'-0"
20'-0"
20'-0"
1'-4"
1'-4"
1'-4"
1'-4"
20'-0"
20'-0"
90°00'00"
90°00'00"
DEAD LOAD DEFLECTION DIAGRAM
IN
T
B
E N
T
IN
T
B
E N
T
E N
D B
E N
T
E N
D B
E N
T
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 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
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
BORDER : c:\pw_work\american-pw-01\d0940052\B1FinishGrEL01.dgn
11:06:55 AM11/22/20245barrec
O
U T
-T O
-O U
T
R A
IL
IN
G
R A
IL
IN
G
& 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"
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:
DESIGNED 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
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
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
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
127.556
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
127.113
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
126.670
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:
DESIGNED 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
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
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:
DESIGNED 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
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
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"
"2
11'-9"2
17'-8
LOCATION "A"
"2
11'-9 "2
17'-8
D
IM
E N
S
IO
N
L O
C A
T
IO
N
T O
N S
DWDCLL
VEHICLELIMIT STATE
L E
V E
L
LOAD FACTORS SHEAR (STRENGTH)
TABLE 2 - LRFR
X
L O
A D
R A
T
IN
G
D E
S
IG
N
1.35
1.25STRENGTH I (INV)
STRENGTH I (OP)
FL120 60.0 1.35
1.25
1.25
1.50
1.50
1.50
N/A N/A
N/A
N/A
L O
A D
R A
T
IN
G
P E
R M
IT
(TONS)
WEIGHT
F A
C T
O R
D
F
D
IS
T R
IB
U
T
IO
N
F A
C T
O R
R A
T
IN
G
HL-93
HL-93
N/A
N/A
1.75 2.24
2.24
2.24
1.33
1.73
1.41
N/A
N/A
84.67
A
A
A
F A
C T
O R
D
F
D
IS
T R
IB
U
T
IO
N
F A
C T
O R
R A
T
IN
G
T O
N S
L O
C A
T
IO
N
D
IM
E N
S
IO
N
N/A
N/A
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/A
N/A
N/A
N/A
N/AN/A
INTERIOR STRIP
INTERIOR STRIP
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"
11'-9½"
11'-9½"
INT. BENT 3
REF. DWG. NO.
SHEE…
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