2019803 Structures Plans_Part 1 of 2.pdf

ENGINEER OF RECORD:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

Transportation.

County Engineering Department and the State of Florida Department of with the Design Standards and criteria in effect on this date for the Palm Beach

I hereby certify that the attached plans and design are in substantial compliance

DATE_______________

PALM

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P O B O X

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ID

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CHECKED:

P R

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SHEET:

OF:

PROJECT NO.

F I

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SCALE:

APPROVED:

DRAWN:

N O

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COUNTY OF PALM BEACH

STATE OF FLORIDA

BOARD OF COUNTY COMMISSIONERS

PROJECT NO.

DATE:

P A

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FLORID

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DISTRICT 1

DISTRICT 3

DISTRICT 7

DISTRICT 5

PLANS PREPARED BY:

B-1

N.T.S

STRUCTURAL PLANS

PROFESSIONAL ENGINEER #56593

2019803

BOBBY POWELL

2019803

ERIC HUSKEY, P.E.

E.H.

MARIA SACHS

DISTRICT 2

DISTRICT 4

DISTRICT 6

GREGG K. WEISS

MARIA G. MARINO

A.A.

S.S.

CR 880 AT SAM SENTER ROAD

INTERSECTION IMPROVEMENTS AND BRIDGE REPLACEMENT

CERTIFICATE OF AUTHORIZATION NO. 1978

(561) 689-7444

WEST PALM BEACH, FL. 33409

1641 WORTHINGTON ROAD, SUITE 400

SA

M S

E N T E R R

O A

D C R

T

MARCI WOODWARD

SARA BAXTER

11/5/24

THE CONTRACT DOCUMENTS FOR THIS PROJECT.

GOVERNING SPECIFICATIONS ARE CONTAINED IN

JOEL FLORES

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K e y S h e e t .d g n

FEBRUARY, 2025

FINAL SUBMITTAL

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY SHEET:

OF:

PROJECT NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

NO. REVISION BY DATE

DRAWING NO.DESIGN FILE NAME

ROADWAY PRODUCTION

P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:

E.H

ERIC HUSKEY, P.E. NO. 56593

Certificate of Authorization No. 1978 www.stanleygroup.com

West Palm Beach, Florida 33409

1641 WORTHINGTON ROAD, SUITE 400

S.S.

2019803

A.A.CR 880 AT SAM SENTER ROAD

REPLACEMENT

INTERSECTION IMPROVEMENT AND BRIDGE

11/5/24

OF 95

SIGNATURE SHEET

SHEET NO. SHEET DESCRIPTION

SIGNED AND SEALED BY

THIS DOCUMENT HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SHEET NO. SHEET DESCRIPTION

SIGNED AND SEALED BY

THIS DOCUMENT HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

STATE OF

ESNECI

L

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DIROL

F

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NI

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NE LANOI

S S

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F O

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STATE OF

ESNECI

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DIROL

F

No 56593

R E

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NI

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NE LANOI

S S

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F O

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YEKSUH CIRE

ERIC HUSKEY, P.E. NO. 56593

WEST PALM BEACH, FLORIDA 33409

1641 WORTHINGTON ROAD, SUITE 400

STANLEY CONSULTANTS, INC.

SHEET NO. SHEET DESCRIPTION

No 51377

1"=1' B-1B

1B

HS

OHG AHTR

A P

PARTHA GHOSH, P.E. NO. 51377

RIVIERA BEACH, FLORIDA 33404

1730 W 10TH STREET

GCME, INC.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.005, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.005, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

B1-4

B1-3

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

LOAD RATING CHARTS SPANS 3 AND 4 (BRIDGE NO. 934000)

LOAD RATING CHARTS SPANS 1, 2, AND 5 (BRIDGE NO. 934000)

REINFORCING BAR LIST (7 OF 7)

REINFORCING BAR LIST (6 OF 7)

REINFORCING BAR LIST (5 OF 7)

REINFORCING BAR LIST (4 OF 7)

REINFORCING BAR LIST (3 OF 7)

REINFORCING BAR LIST (2 OF 7)

REINFORCING BAR LIST (1 OF 7)

RUBBLE RIPRAP SLOPE PROTECTION

APPROACH SLAB (2 OF 2)

APPROACH SLAB (1 OF 2)

BEAM DETAILS DATA TABLE

SUPERSTRUCTURE DETAILS (6 OF 6)

SUPERSTRUCTURE DETAILS (5 OF 6) SPAN 5

SUPERSTRUCTURE DETAILS (4 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (3 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (2 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (1 OF 6) SPANS 1 AND 2

B1-53

B1-52

B1-51

B1-50

B1-49

B1-48

B1-47

B1-46

B1-45

B1-44

B1-43

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

SUPERSTRUCTURE (5 OF 5) SPAN 5

SUPERSTRUCTURE (4 OF 5) SPAN 4

SUPERSTRUCTURE (3 OF 5) SPAN 3

SUPERSTRUCTURE (2 OF 5) SPANS 1 AND 2

SUPERSTRUCTURE (1 OF 5) SPANS 1 AND 2

FRAMING PLAN

FINISH GRADE ELEVATIONS (5 OF 5)

FINISH GRADE ELEVATIONS (4 OF 5)

FINISH GRADE ELEVATIONS (3 OF 5)

FINISH GRADE ELEVATIONS (2 OF 5)

FINISH GRADE ELEVATIONS (1 OF 5)

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENT 5

INTERMEDIATE BENT 4

INTERMEDIATE BENT 3

INTERMEDIATE BENT 2

END BENT DETAILS (7 OF 7)

END BENT DETAILS (6 OF 7)

END BENT DETAILS (5 OF 7)

END BENT DETAILS (4 OF 7)

END BENT DETAILS (3 OF 7)

END BENT DETAILS (2 OF 7)

END BENT DETAILS (1 OF 7)

END BENT 6

END BENT 1 (2 OF 2)

END BENT 1 (1 OF 2)

PILE DATA TABLE

FOUNDATION LAYOUT

BRIDGE HYDRAULIC RECOMMENDATIONS

PLAN AND ELEVATION

STRUCTURE GENERAL NOTES (2 OF 2)

STRUCTURE GENERAL NOTES (1 OF 2)

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

B1-28

B1-27

B1-26

B1-25

B1-24

B1-23

B1-22

B1-21

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

B1-2

B1-1

B-4

B-3

B-2

B-1B

B-1

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BRIDGE NO. 934000

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY SHEET:

OF:

PROJECT NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

NO. REVISION BY DATE

DRAWING NO.DESIGN FILE NAME

ROADWAY PRODUCTION

P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:

E.H

ERIC HUSKEY, P.E. NO. 56593

Certificate of Authorization No. 1978 www.stanleygroup.com

West Palm Beach, Florida 33409

1641 WORTHINGTON ROAD, SUITE 400

S.S.

2019803

A.A.CR 880 AT SAM SENTER ROAD

REPLACEMENT

INTERSECTION IMPROVEMENT AND BRIDGE

11/5/24

OF 952

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BRIDGE NO. 934000

COMMON SHEETS

1"=1'

B-2

INDEX OF SHEETS

EXISTING BRIDGE PLANS

STRUCTURAL PLANS - CR 880 AT SAM SENTER ROAD

BX1-1 TO BX1-15 EXISTING BRIDGE PLANS

BRIDGE OVER L-13 CANAL (BRIDGE NO. 934000) (CONT.)

BRIDGE OVER L-13 CANAL (BRIDGE NO. 934000)

CONDUIT DETAILS - EMBEDDED - INDEX NO. 630-010 (4 SHEETS)

TRAFFIC RAILING (36" SINGLE-SLOPE) - INDEX NO. 521-427 (5 SHEETS)

EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD - INDEX NO. 458-110 (2 SHEETS)

18" SQUARE PRESTRESSED CONCRETE PILE - INDEX NO. 455-018

SQUARE PRESTRESSED CONCRETE PILE SPLICES - INDEX NO. 455-002

SQUARE PRESTRESSED CONCRETE PILES - TYPICAL DETAILS AND NOTES - INDEX NO. 455-001

12" FLORIDA SLAB BEAM - INDEX NO. 450-451

FLORIDA SLAB BEAM TYPICAL DETAILS AND NOTES - 450-450 - (3 SHEETS)

STANDARD BAR BENDING DETAILS - INDEX NO. 415-001

APPROACH SLAB (30FT.) (FLEXIBLE PAVEMENT APPROACHES) - INDEX NO. 400-090 (2 SHEETS)

FDOT STANDARD ABBREVIATIONS - (2 SHEETS)

STRUCTURE GENERAL NOTES (2 OF 2)

STRUCTURE GENERAL NOTES (1 OF 2)

INDEX OF SHEETS

SIGNATURE SHEET

KEY SHEET

LOAD RATING CHARTS SPANS 3 AND 4 (BRIDGE NO. 934000)

LOAD RATING CHARTS SPANS 1, 2, AND 5 (BRIDGE NO. 934000)

REINFORCING BAR LIST (7 OF 7)

REINFORCING BAR LIST (6 OF 7)

REINFORCING BAR LIST (5 OF 7)

REINFORCING BAR LIST (4 OF 7)

REINFORCING BAR LIST (3 OF 7)

REINFORCING BAR LIST (2 OF 7)

REINFORCING BAR LIST (1 OF 7)

RUBBLE RIPRAP SLOPE PROTECTION

APPROACH SLAB (2 OF 2)

APPROACH SLAB (1 OF 2)

BEAM DETAILS DATA TABLE

SUPERSTRUCTURE DETAILS (6 OF 6)

SUPERSTRUCTURE DETAILS (5 OF 6) SPAN 5

SUPERSTRUCTURE DETAILS (4 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (3 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (2 OF 6) SPANS 3 AND 4

SUPERSTRUCTURE DETAILS (1 OF 6) SPANS 1 AND 2

SUPERSTRUCTURE (5 OF 5) SPAN 5

SUPERSTRUCTURE (4 OF 5) SPAN 4

SUPERSTRUCTURE (3 OF 5) SPAN 3

SUPERSTRUCTURE (2 OF 5) SPANS 1 AND 2

SUPERSTRUCTURE (1 OF 5) SPANS 1 AND 2

FRAMING PLAN

B1-53

B1-52

B1-51

B1-50

B1-49

B1-48

B1-47

B1-46

B1-45

B1-44

B1-43

B1-42

B1-41

B1-40

B1-39

B1-38

B1-37

B1-36

B1-35

B1-34

B1-33

B1-32

B1-31

B1-30

B1-29

FINISH GRADE ELEVATIONS (5 OF 5)

FINISH GRADE ELEVATIONS (4 OF 5)

FINISH GRADE ELEVATIONS (3 OF 5)

FINISH GRADE ELEVATIONS (2 OF 5)

FINISH GRADE ELEVATIONS (1 OF 5)

TYPICAL SECTION THROUGH BRIDGE DECK (2 OF 2)

TYPICAL SECTION THROUGH BRIDGE DECK (1 OF 2)

INTERMEDIATE BENT DETAILS

INTERMEDIATE BENT 5

INTERMEDIATE BENT 4

INTERMEDIATE BENT 3

INTERMEDIATE BENT 2

END BENT DETAILS (7 OF 7)

END BENT DETAILS (6 OF 7)

END BENT DETAILS (5 OF 7)

END BENT DETAILS (4 OF 7)

END BENT DETAILS (3 OF 7)

END BENT DETAILS (2 OF 7)

END BENT DETAILS (1 OF 7)

END BENT 6

END BENT 1 (2 OF 2)

END BENT 1 (1 OF 2)

PILE DATA TABLE

FOUNDATION LAYOUT

REPORT OF CORE BORINGS (2 OF 2)

REPORT OF CORE BORINGS (1 OF 2)

BRIDGE HYDRAULIC RECOMMENDATIONS

PLAN AND ELEVATION

B1-28

B1-27

B1-26

B1-25

B1-24

B1-23

B1-22

B1-21

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-24 TO B-27

B-19 TO B-23

B-17 TO B-18

B-16

B-15

B-14

B-13

B-10 TO B-12

B-9

B-7 TO B-8

B-5 TO B-6

B-4

B-3

B-2

B-1B

B-1

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY SHEET:

OF:

PROJECT NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

NO. REVISION BY DATE

DRAWING NO.DESIGN FILE NAME

ROADWAY PRODUCTION

P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:

E.H

ERIC HUSKEY, P.E. NO. 56593

Certificate of Authorization No. 1978 www.stanleygroup.com

West Palm Beach, Florida 33409

1641 WORTHINGTON ROAD, SUITE 400

S.S.

2019803

A.A.CR 880 AT SAM SENTER ROAD

REPLACEMENT

INTERSECTION IMPROVEMENT AND BRIDGE

11/5/24

OF 953

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TEMPERATURE EFFECTS:

Coefficient of Thermal Expansion: 0.0000060 per °F

ENVIRONMENT:

MATERIALS:

CONCRETE:

16 ~ 8 B2

Size

MarkQuantity

See specifications for allowable tolerances.

and fabrication tolerances unless shown as "minimum cover".

Concrete covers shown in the plans do not include placement

NOTE:

at an assumed ambient temperature of 70°F.

noted. All dimension and joint openings are given measured horizontally and vertically unless otherwise

All dimensions are in feet and inches ('-"), and are

DIMENSIONS:

Unless noted otherwise, concrete cover shall conform to the following:

CONCRETE COVER:

B-3

NOTES (1 OF 2)

STRUCTURE GENERAL

NAVD = M.S.L -1.423.

plans refer to M.S.L. The conversion between the two datums is

Vertical Datum (NAVD) of 1988. All elevations in the existing bridge

All elevations in the proposed bridge plans refer to North American

ELEVATIONS:

MATERIAL

STRUCTURAL

CONCRETE

TEMPERATURE (°F)

HIGHMEAN LOW RANGE

70 105 35 70

(Except Top of Deck)

Cast-in-Place Superstructure 2"

Cast-in-Place Substructure

Bent Caps Cast Against Earth 4"

3" Bent Caps Formed Surfaces

(Top of Deck)

Cast-in-Place Superstructure 2½"

CLASS LOCATION IN STRUCTURE

STRENGTH (PSI)

COMPRESSION

MINIMUM 28 DAY

other than Bridge Deck

Superstructure CIP Concrete

Slabs

Cast-in-Place Approach

II

(BRIDGE DECK)

II

VI

IV

Prestressed Slab Units

BRIDGE NUMBER SUPERSTRUCTURE SUBSTRUCTURE

CONCRETESTEEL

AGGRESSIVE

SLIGHTLY

MODERATELY AGGRESSIVE

XXXXX

(BRIDGE DECK)

II

50 PSF

CONSTRUCTION LOADS:

bridge deck).

15 PSF (Applied over projected plan area of the exposed

FUTURE WEARING SURFACE:

Structures Design Guidelines Section 2.4.

Specifications for Highway Bridges, Section 3.8 and

Wind loads are in accordance with AASHTO LRFD

WIND LOADS:

Pedestrain Load

HL93 Loading With Dynamic Load Allowance.

LIVE LOADS:

Traffic Railing Barrier (32" Single-Slope):...........430 PLF (Each)

Reinforcement):................................................................150 PCF

Unit Weight of Reinforced Concrete (Including

DEAD LOADS:

DESIGN LOADING:

service, and fatigue limit states.

Load and Resistance Factor Design (LRFD) method using strength, DESIGN METHOD:

Construction.

FDOT FY 2024-25 Standards Specification for Road and Bridge

FDOT FY 2024-25 Design Standards.

AASHTO LRFD Bridge Design Specifications, 8th Edition 2017, FDOT Structures Manual Dated January 2024.

DESIGN SPECIFICATIONS:

Cast-in-Place Slab/ Overlay

Strands shall meet the requirements of ASTM A416, Grade 270, low-relaxation.

PRESTRESSING STRANDS:

Typical reinforcing bars are marked as follows:

Grade 60 carbon steel per Specifications Section 931.

REINFORCING STEEL:

alteration to the plans.

Obtain approval of the engineer for additional construction joints or any other

d) Construction joints will be permitted only at locations indicated on the plans.

c) Provide ¾ inch chamfers on all exposed concrete edges except as otherwise noted.

with Florida Department of Transportation Specification Section 934.

b) Grout for precast concrete pile caps and concrete panels shall be in accordance

Specification Section 346.

a) Concrete shall be in accordance with Florida Department of Transportation

NOTE:

(SPECIAL)

V 6500 Prestressed Piles

IV

Precast Substructure

Precast Panels

(32" Single-Slope) - Standard Index 521-427.

Place the date of construction in accordance with the FDOT Traffic Railing -

934000 Sam Senter Road Over L-13 Canal

NumberName with the FDOT Traffic Railing - (32" Single-Slope) - Standard Index 521-427.

Place the following bridge name and number on the traffic railing in accordance

BRIDGE NAME AND NUMBER:

beginning construction and notify the Engineer of any discrepancies.

as-built conditions. It is the contractor's responsibility to verify this data before original construction plans of the existing bridge and may not represent and intersecting angles shown are based on the information as detailed in the

Dimension Verification: Unless otherwise noted, the dimensions, elevations

EXISTING BRIDGE CONSIDERATIONS:

pile driving operations are limited to daytime.

For concrete pile splice information, refer to Standard Index No. 455-002. The pile notes and details, refer to Standard Index Nos. 455-001 and 455-018.

All piles shall be installed according to the Pile Data Table sheet. For concrete

PILE FOUNDATIONS:

to original location and back to original condition or better.

bridge construction. After the bridge construction, all utilities shall be placed back

Utility Owners and will need to be temperoarily relocated or de-energized prior to

2) All utilities in conflict with bridge construction shall be coordinated with the the Bridge Plans are at approximate locations.

1) See Roadway Plans for the location of existing utilities. The utilities shown in

UTILITIES:

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ENGINEERING AND PUBLIC WORKS

PALM BEACH COUNTY SHEET:

OF:

PROJECT NO.

SCALE:

APPROVED:

DRAWN:

CHECKED:

NO. REVISION BY DATE

DRAWING NO.DESIGN FILE NAME

ROADWAY PRODUCTION

P.O. BOX 21229, WEST PALM BEACH, FLORIDA DATE:

E.H

ERIC HUSKEY, P.E. NO. 56593

Certificate of Authorization No. 1978 www.stanleygroup.com

West Palm Beach, Florida 33409

1641 WORTHINGTON ROAD, SUITE 400

S.S.

2019803

A.A.CR 880 AT SAM SENTER ROAD

REPLACEMENT

INTERSECTION IMPROVEMENT AND BRIDGE

11/5/24

OF 954

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B-4

NOTES (2 OF 2)

STRUCTURE GENERAL

are not covered in FDOT Standard Abbreviations sheet.

are additional abbreviations and symbols used in the Contract Plans, which

Refer to FDOT Standards Plans for Standard Abbreviations. The following regarding demolition and disposal of contaminated materials.

construction on the bridges for coordination and instructions

Contractor is to contact Palm Beach County thirty days prior to

Limits

Finish

Surface

ABBREVIATIONS AND SYMBOLS:

EXISTING BRIDGE DEMOLITION:

CONTAMINATED MATERIALS

PAY ITEM NOTES:

similar for the Approach Slabs.

accordance with the FDOT Standard Specifications. Limits of surface finish are

(dashed) with a Class 5 Finish Coating. The Class 5 Finish shall be applied in

Finish all exposed surfaces of the superstructure as indicated in the sketch

CONCRETE SURFACE FINISH:

CONSTRUCTION NOTES:

SFWMD BARGE REQUIREMENT NOTES:

to prevent damage. The slabs must be always stored in the up-right position.

During handling and storage, FSBs must be picked up at the ends of the unit

FSB NOTES:

HANDLING AND STORAGE

SHOP DRAWINGS

necessary to control the work.

bed layout, tensioning and detensioning schedules, and all computations shall include a bill of reinforcing steel for each type of FSB, prestressing larger than 11 x 17", showing complete details of FSBs. The drawings

The Contractor shall submit three (3) sets of shop drawings on paper not

- OPTIMUM WATER CONTROL ELEVATION OWCE

- DESIGN WATER SURFACE ELEVATIONDWSE

- LOW MEMBERLM

- DIAMETER�

- BORING LOCATION

- UNLESS NOTED OTHERWISEUNO

- TOP OF COPINGTOC

- TOP & BOTTOMT&B

- PRESTRESSED SLAB UNITPSU

- NEAR FACENF

- FAR FACEFF

- EACH WAYEW

- EXTERIOREXT.

- EACH FACEEF

- CONSTRUCTION JOINTC.J.

- CLEARCLR.

- BEAMBM.

relocations of utilities.

removed. See Roadway Plans for limits of removal, replacements, and existing mud line. The concrete retaining wall panels shall be completely panels. The existing concrete piles shall be cut off at least 2'-0" below the cast-in-place slabs, approach slabs, pile caps, and concrete retaining wall steel girders, prestressed slab units, concrete barriers, metal railings, The contractor shall completely remove the existing bridge including the approval prior to beginning construction.

Contractor shall submit an analysis to the Engineer of Record for without an analysis of the crane loading on the structure. The

Cranes shall not be allowed on the bridge during construction 1.

materials, vehicle types and duration of construction.

Contractor shall submit information including use of barge, staging of and methods, needs, scheduling, or other activities related to construction.

Contractor shall submit to SFWMD for approval details regarding means 6.

permit SFWMD personnel or equipment access to their canal right of way.

equipment or backfill material within 24 hour notice at all access points to in the water (see Item No. 2 above). Contractor shall be able to move

Maintain access for water crafts during working hours when the barge is 5.

Hurricane Watch, or Hurricane Warning.

in 24 hours of the issuing of Tropical Watch, Tropical Warning, The procedure for removal of the barge from the canal and storage d)

Summary of the design flows and stages, andc) with flow data;

The historical range of flow at the nearest downstream structure b) on break point data.

The full range of historical stage and rate of stage changes based a)

The barge management plan will provide:

licensed Specialty Engineer experienced with the design of marine facilities.

securing mechanism and procedures shall be prepared by a Florida and overnights and weekends. A barge management plan prescribing the

4. The barge shall be safely and securely held in place during the work day at the seasonal water level.

3. The length of the barge shall be less than 50 percent of the canal width width at the seasonal water level.

2. The barge width shall not obstruct more than 25 percent of the canal

1. The smallest size barge needed to get the work done shall be utilized.

Concrete Finish is 166 SY.

Surface Finish for application instructions. Estimated quantities for Class 5 concrete in which the finish is being applied to. See Concrete

8. The cost of the Class 5 Concrete Finish is incidental to the cost of the bridge deck grooving is 827 SY and bridge deck Planing is 827 SY.

of the flat slab bridge deck and FSB overlays. The estimated quantities for

7. Payment for bridge deck grooving and planing is incidental to the payment

d) Reinforcing steel - Estimated quantity is 24777 LB.

c) Non-shrink Grout - Estimated quantity is 2 CY.

b) Platic filter fabric - Estimated quantity is 1435 SF.

(If necessary).

a) Concrete panels, including the cost of trenching or preformed holes and includes the cost to furnish and install the following items:

6. Payment for Precast Concrete Panels are included in Bid Item Number 68 is 595 LF.

payment for FSB's. Estimated quantity for backer rod with adhesive

Payment for backer rod with adhesive between FSB's is incidental to 5.

Price for Bid Item Number 51, Demolition and Removal.

protection, equipment and disposal shall be included in the Contract unit

All demolition activities including methods, materials, labor, work zone 4.

See Roadway Plan for additional Rip-rap and Bedding stone details.

Payment for Rip-Rap and Bedding Stone are included in Roadway Pay Items. 3.

Items shall be included in the Contract Unit Price for the Bid Items.

2. Payment for incidental items not specifically covered in individual Bid

Quantities.

1. See Roadway Plans for Pay Item numbers and summary of Pay Item

Abbreviation Meaning Abbreviation Meaning Abbreviation Meaning ----------------- A ----------------- ----------------- C ----------------- ----------------- G -----------------

AASHTO American Association Of State Highway And Transportation Officials CSIP Cost Savings Initiative Proposal G Shear Modulus

AC Alternating Current CSL Cross-hole Sonic Logging g Gram

Accel. Acceleration CTPB Cement Treated Permeable Base Ga. Gauge or Gage

ACI American Concrete Institute Ctr., Ctrs. Center Galv. Galvanized

ADA Americans With Disabilities Act Cu. Ft. Cubic Feet GFI Ground Fault Interrupter

ADT Average Daily Traffic Cu. Yd., CY, Cubic Yard GFRP Glass Fiber Reinforced Polymer

AFAD Automated Flagger Assistance Device ----------------- D ----------------- Grd. Ground

AISC American Institute Of Steel Construction D Depth, Distance or Diameter ----------------- H -----------------

AISI American Iron and Steel Institute Dia. or Ø Diameter Hd. Head

Alt. Alternate Dbl. Double H.S., HS High Strength

Alum. Aluminum Decel. Deceleration HDPE High Density Polyethylene

ANSI American National Standards Institute Deg. Degree Horiz. Horizontal

AOS Apparent Opening Size Dim. Dimension HP Horsepower or H-Pile

APL Approved Products List Dist. Distance HSHV High Strength Horizontal Vertical

App. Approach DMM Domestic Mail Manual ----------------- I -----------------

Approx. Approximate DPI Ditch Point Intersection ID, I.D. Inside Diameter or Identification

ARTBA American Road & Transportation Builders Association Dt Ditch in. Inch(es)

Asph. Asphalt DTOE District Traffic Operations Engineer Inc. Incorporated

Assem. Assembly ----------------- E ----------------- Int. Interior

ASTM American Society For Testing And Materials e Superelevation Rate Inv. Invert

ATPB Asphalt Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems

Auxil. Auxiliary EA or Ea. Each ----------------- J -----------------

AWG American Wire Gauge EIA Electronic Industries Alliance JCT Junction

AWS American Welding Society El. or Elev. Elevation Jt. Joint

----------------- B ----------------- Embed. Embedment ----------------- K -----------------

Bot. Bottom EPDM Ethylene Propylene Diene Monomer k kip

Brkwy. Breakaway Eq. Equation or Equal kip 1000 Pounds b/w Between Equip. Equipment ksi Kips Per Square Inch

----------------- C ----------------- etc. Et Cetera (And So Forth) kVA Kilovolt Ampere

CC, C to C Center to Center ETP Electronic Tough Pitch ----------------- L -----------------

C & G Curb And Gutter Ex. Example L Length

C.C. Crash Cushion Exist. Existing LA Limited Access

CCTV Closed-Circuit Television Exp. Expansion lb or lbs. Pound(s)

CFR Code of Federal Regulations Ext. Extension lb/sy Pounds Per Square Yard

CFRP Carbon Fiber Reinforced Polymer ----------------- F ----------------- lbf Pound force cfs, CFS Cubic Feet Per Second FAC Florida Administrative Code LBR Lime rock Bearing Ratio

CIP, C.I.P. or C-I-P Cast In Place FC Friction Course LF Linear Foot (Feet)

CJP Complete Joint Penetration Fdn. Foundation Lgth. Length

Ckt. Circuit F.L. or ¥ Flow Line Long. Longitudinally or Longitudinal

¡ Center Line Fl. Florida LRFD Load Resistance Factor Design

Cl. Clearance FDEP Florida Department Of Environmental Protection LRS Low-Relaxation Strand

CMP Corrugated Metal Pipe FDOT Florida Department Of Transportation LS Lump Sum

Con. Connection FHWA Federal Highway Administration LSD Lump Sum per Day

Conc. Concrete FIB Florida-I Beam Lt. Left

Const. Construct or Construction F.S. Florida Statutes

Cont. Continuation or Continuous FS Far Side

Corr. Corrugated FSB Florida Slab Beam

Cov. Cover Ft. Foot or Feet

CP Concrete Pipe FTP Florida Traffic Plans

ABBREVIATIONS

FY 2024-25 STANDARD PLANS

B-5

Abbreviation Meaning Abbreviation Meaning Abbreviation Meaning ----------------- M ----------------- ----------------- P ----------------- ----------------- S -----------------m Meter Pen. Penetration St. or ST. Street m Meter Square PPB Pier Protection Barrier Sta. Station

Mach. Machine PPP Polypropylene pipe Std. Standard

MAS Motorist Awareness System Prest. Prestressed Stg. Strong

MASH Manual for Assessing Safety Hardware (AASHTO) PRS Portable Regulatory Sign Stl. Steel

Max. Maximum psf Pounds Per Square Foot SW Skewed Angle

MES Mitered End Section PSI or psi Pounds Per Square Inch Swk. Sidewalk

M.H. Manhole or Mounting Height PT Point of Tangency or Pressure Treated SYM Symmetrical

MHW Mean High Water PTFE Polytetrafluoroethylene ----------------- T -----------------

Mid. Middle PVC Polyvinyl Chloride T or t Thickness, Tangent Distance or Time

Mil or Mils One-Thousandth Of An Inch ----------------- Q ----------------- Tan Tangent

Min. Minimum or Minute Q Flow Volume T&G Tongue and Groove

Misc. Miscellaneous Qty. Quantity TCP Traffic Control Plan(s)

MLW Mean Low Water ----------------- R ----------------- TCZ Traffic Control Zone mm Millimeter R or Rad. Radius Temp. Temperature or Temporary

Mod. Modification Rt. Right Theo. Theoretical

MOT Maintenance Of Traffic R/W Right Of Way THW or THWN Insulation (Flame Retardant, Moisture

MPH or mph Miles Per Hour RC Reverse Crown And Heat Resistant Thermoplastic)

MUTCD Manual On Uniform Traffic Control Devices RCP Reinforced Concrete Pipe TMA Truck/Trailer Mounted Attenuator

----------------- N ----------------- Rd. Road or Round TN Ton

N Standard Penetration Number Rdwy. Roadway Trans. Transition or Transverse

NA or N/A Not Available or Not Applicable Rect. Reticuline or Rectangular TTC Temporary Traffic Control

NC Normal Crown Ref. Reference TVSS Transient Voltage Surge Suppression

NCHRP National Cooperative Highway Research Program Reinf. Reinforced or Reinforcement TX Transmit

NDCBU Neighborhood Delivery And Collection Box Unit Req. or Reqd. Required Typ. Typical

NEMA National Electrical Manufacturers Association RGS Rigid Galvanized Steel ----------------- U -----------------

NHW Normal High Water RPM Raised Pavement Markers UL Underwriters Laboratories

No. Number R/R or RR Railroad UPS Uninterruptible Power Supply

Nom. Nominal RSDU Radar Speed Display Unit USPS United States Postal Service

NPS Nominal Pipe Size RU Rack Unit Util. Utilities

NPT National Pipe Thread RX Receive UV Ultraviolet

NS or N.S. Near Side ----------------- S ----------------- ----------------- V -----------------

NS Non-Structural S or s Speed, Spacing or Second Veh. Vehicle

NTS Not To Scale Sch. Schedule Vert. Vertical

----------------- O ----------------- SHBR Special Height Bicycle Railing VPD or Vpd. Vehicles Per Day

O.C. On Center Shldr. Shoulder ----------------- W -----------------

O to O or O.O. Out to Out SHW Seasonal High Water W Width or Wide

O.B.G. Optional Base Group SIP Stay In Place WT Weight

OD or O.D. Outside Diameter SP Superpave WWM Welded Wire Mesh

Oz. Ounce Spa., Spcg. or Sp. Space(ing)(s) WWR Welded Wire Reinforcing

----------------- P ----------------- Spec. Specification ----------------- Y -----------------

Pavt. Pavement sq Square Yd. Yard

PBR Pedestrian/Bicycle Railing Sq. Ft., SF, sf or S.F. Square Foot Yr. Year

PC Point Of Curvature sq. in. Square Inch

PCC Plain Cement Concrete Sq. Yd., SY or S.Y. Square Yard pcf Pounds per Cubic Foot SR State Road

PCMS Portable Changeable Message Sign FSB Florida Slab Beam

P.E. or PE Professional Engineer SS Stainless Steel

ABBREVIATIONS

FY 2024-25 STANDARD PLANS

B-6

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ofSTANDARD PLANS

FY 2024-25 SHEETINDEX

APPROACH SLABS (30 FT.)

(FLEXIBLE PAVEMENT APPROACHES)

11/01/22 1 2 400-090 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge

Back Face of Backwall (Beam

Permitted

Construction Joint

& Bottom) (Typ.)

Bars 5B (Top

2" over wall panels)

4" Cover (except required by the Specifications gutter lines when deck planing is

" Concrete thickness between 4

Sheets for Joint Details

See Structures Plans, Superstructure of Backwall if applicable)

Begin or End Bridge (Front Face

(Typ.)

as required

Field Bend if applicable)

Face of Backwall

Bridge (Front

Begin or End

Cap

Edge of Bent

Backwall or

Back Face of

Note 3 and Detail) (Typ. Cases 1 & 2) location is at edge of lane, see

Longitudinal Const. Joint (Preferred

Permitted

Construction Joint

Asphalt Overlay

Limits of

Line

Geometric Control flexible pavement

Edge adjacent to of bridge angle at end

Ø Match skew

Permitted

Construction Joint

Overlay

Limits of Asphalt

Line

Geometric Control Cap

Edge of Bent

Backwall or

Back Face of if applicable)

(Front Face of Backwall

Begin or End Bridge

Superstructure Sheets (Typ.)

of Left & Right Copings shown on shall match and conform with alignment

Outside edge of Approach Slab (Coping) pavement to flexible

Edge adjacent

(Typ.)

2" Cover (See Note 10)

Optional Base

Detail and Approach Slab Details see Sheet 2.

For Section B-B, Longitudinal Construction Joint

CROSS REFERENCES:

Organic Felt bond breaker see End Bent Sheets for placement)

U-Shaped Dowels (Billed with End Bents, (Typ.)

Bars C

(Typ.)

* Bars C of the Approach Slab.

Traffic Railing/Noise Wall, are used at the edge

36" or 42" Single-Slope Traffic Railings, or the

NOTE: Bars C are required as shown when the * quantities.

10. See Roadway Plans for Asphalt Overlay and Optional Base details and reinforcing steel and is considered incidental to the work.

on retaining walls is not included in the estimated quantity for

9. PAYMENT: Deformed WWR for the edge of Approach Slabs and raised sidewalks as detailed in the Contract Plans.

approach slab with edge barriers and no sidewalks. Provide railings, parapets

8. Approach slabs shown in Plan View Cases 1 and 2 represent a typical course type used on the roadway.

7. Continue the asphalt pavement over the approach slab and match the friction

Section 931.

6. Deformed WWR must meet the requirements of Specification treated similarly.

begin bridge; approach slab at the end of bridge or a left skew shall be

The slab shown represents a skew to the right for an approach slab at

5. The plan view for CASE 2 applies where the skew angle (Ø) is > 0°.

Relevant details also apply to CASE 2.

4. The plan view for CASE 1 applies when the skew angle (Ø) = 0°.

Longitudinal Construction Joint Detail.

Engineer, the transverse steel shall be extended as shown in the

3. When a longitudinal construction joint is necessary or allowed by the

2. CONDUIT: If required, see Structures Plans for Conduit Details.

beneath the asphalt overlay shall be raked.

areas shall receive a broomed finish. The top surface of the concrete may be permitted on the concrete portion of the riding surface. Sidewalk

Floor Grooving) per Section 400 a hand tined or heavy broomed finish

1. SURFACE TREATMENT: As an option to Class 4 Floor Finish (Bridge

Bars 5A1

Bars 8A2 " Cover4

30'-0" (Min.)

" ± Cover4

"4

45°

(M in

2'-0"

D im

Gutter Line

Limits of Asphalt Overlay

(Placed between Bars 5B, Top of Slab)

9"

3"

Bars 5B @ 1'-0" Max. (Top of Slab)

Bars 5B @ 9" Max. (Bottom of Slab) 3"

9"

D im e n s io n t o m a tc h S u p e r s tr u c tu r e S h e e ts

Gutter Line

2'-0"

Ø

Bars 5B @ 9" Max. (Bottom of Slab)

Bars 5B @ 1'-0" Max. (Top of Slab) 3"

9"

3"

9"

(Placed between Bars 5B, Top of Slab)

Gutter Line

2'-0"

B a r s

A

M a x B o tt o m o f S la b

B a r s

A

M a x

T o p o f S la b

Limits of Asphalt Overlay

Gutter Line

90° (Typ.)

Typical Case 1 & Case 2

GENERAL NOTES

A

B

A A

B

B

A

B

PLAN VIEW (CASE 2)

PLAN VIEW (CASE 1)

SECTION A-A

Dim. L2 = 30'-0" Min.

Dim. L2 = 30'-0" Min. / Cos Ø

Dim. L1 = 30'-0" Min. Dim. L1 = 30'-0" Min. / Cos Ø

D im

M

D im

N

M a tc h S u p e r s tr u c tu r e S h e e ts

M

Typical Case 1 & Case 2

Overlay (See Note 7)

" (Min.) AsphaltƂ1

* Bars C @ 1'-0" Max. (Top of Slab)

* Bars C @ 1'-0" Max. (Top of Slab)

B-7

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APPROACH SLABS (30 FT.)

(FLEXIBLE PAVEMENT APPROACHES)

11/01/17 2 2 400-090

Shape shown) varies, 32" Vertical

Traffic Railing (Type

Required

Const. Joint to match superstructure sheets)

Raised Sidewalk (geometry & reinforcement

Required

Const. Joint Railing

Pedestrian/Bicycle

Required

Const. Joint

Required

Const. Joint

(Typ.)

Asphalt Overlay Required

Const. Joint

Required

Const. Joint

(Typ.)

Asphalt Overlay Required

Const. Joint those on adjoining bridge.

Separators and Sidewalks to match

Pedestrian/Bicycle Railings, Traffic

Geometry of Traffic Railings, NOTE:

Required

Const. Joint

Index for placement reinforcement; see relevant

Pedestrian/Bicycle Railing

Traffic Railing or

5A1

Bars

Slope

Side cure silicone 1" deep

Poured rubber or rapid Pedestrian/Bicycle Railing

Traffic Railing or

Bridge

Begin or End of Backwall

Front Face

Girder

Beam or relevant Index for placement

Railing Parapet reinforcement; see

Traffic Railing or Pedestrian/Bicycle

Sheets for Details)

Retaining Wall (See Wall of Retaining Wall used vary depending on type

Actual location & width

Pedestrian/Bicycle Railing

Traffic Railing or

Bridge

Begin or End

Deck

Bridge

Girder

Beam or of Backwall

Front Face

Backwall

Back Face of

" each side)ƀ& shown hatched (3" top

Expanded Polystyrene edge of Retaining Wall

Bent to retain and conceal

" (Min. thickness) lug on End ƀ5 end of Wingwall from Front Face of Backwall to

" Preformed Joint Filler - extend ƀ

AND END BENT WINGWALL

SECTION THRU APPROACH SLAB

BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR)

VIEW C-C AT BEGIN OR END BRIDGE (BEAM

AND RETAINING WALL

SECTION THRU APPROACH SLAB

BRIDGE SHOWN, FLAT SLAB BRIDGE SIMILAR)

VIEW D-D AT BEGIN OR END BRIDGE (BEAM

JOINT DETAIL

LONGITUDINAL CONSTRUCTION

APPROACH SLAB WITH RAISED SIDEWALK

SECTION B-B

APPROACH SLAB WITH SIDEWALK

SECTION B-B

APPROACH SLAB WITH MEDIAN TRAFFIC RAILING

SECTION B-B

APPROACH SLAB WITH TRAFFIC SEPARATOR

SECTION B-B

STANDARD APPROACH SLAB

SECTION B-B

3" lap Reqd.

2'-2" Min.

(Railing Not Shown For Clarity)

RETAINING WALLS WITH 2'-3" COPING HEIGHT

COPING TRANSITION DETAIL FOR

of steel (See Sheet 1, Note 6) tied to the top of the bottom mat

WWR 4x4 ~ W4.0xW4.0 (Min. 2'-6" wide)

Construction Joint see Sheet 1.

For location of Section B-B and Longitudinal

CROSS REFERENCES:

2'-2" Min.

length or extended

Bars 5B may be full

Polystyrene ƀ" Thick Expanded

Polystyrene ƀ" Thick Expanded shown)

36" Single-Slope

(Type varies, Traffic Railing shown)

36" Single-Slope

(Type varies, Traffic Railing shown)

36" Single-Slope

(Type varies, Traffic Railing

36" Single-Slope shown)

Traffic Railing (Type varies, edge of the Approach Slab.

Railing/Noise Wall, are used at the

Traffic Railing, or the Traffic when the 36" or 42" Single-Slope

NOTE: Bars C are required as shown *

Railing similar and Pedestrian/Bicycle other Traffic Railings

Single-Slope shown, Traffic Railing, 36"

(as Reqd.)

* Bars C

(as Reqd.)

* Bars C

Railing similar and Pedestrian/Bicycle shown, other Traffic Railings

Traffic Railing, 36" Single-Slope with 2" Min. concrete cover

Provide Supplemental #4 BarJoint Filler ƀ" Preformed

Top of Retaining Wall Approach Slab

Wingwall

End Bent

Bars 5B

3" Min.

Bars 5A1

Bars 8A2

Longitudinal Const. Joint

Asphalt Overlay

Asphalt Overlay

Traffic Separator

Asphalt Overlay

Asphalt Overlay

Bars 5B

Approach Slab

Bars 8A2

End Bent Wingwall

Shoulder Line

Edge of Approach Slab (Coping)

Approach Slab Bridge

Top of Backwall

Approach Slab

Cheekwall

Bridge Deck

Edge of Approach Slab (Coping)

Bars 8A2 Asphalt Overlay

Bars 5A1

Bars 5B

45°

6" *

M in

(W a ll

C o p in g

Approach Slab Bridge

Cheekwall

6"

Face of Retaining Wall

Retaining Wall Coping

Approach Slab

Top of Backwall

" ±ƀ10

" (Min.)ƀ5

"ƀ6

C

C

APPROACH SLAB WITH WINGWALL DETAILS

D

D

APPROACH SLAB WITH RETAINING WALL DETAILS

6"

Transition

Coping

2'-0" 12"

C o p in g

C o p in g

Embankment

(See Sheet 1, Note 9)

Optional Base

(See Sheet 1, Note 9)

Optional Base

* Bars C

Median Traffic Railing

36" Single-Slope

* Bars C

* Bars C

B-8

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BAR BENDING DETAILS (STEEL)

1 1 415-00111/01/20

BAR LIST sheet(s) in Structures Plans.

shown under A or G Heading on REINFORCING

Actual Hook Style for any particular bar will be

Illustration Only.

Hook Styles Detailed on this sheet are for

NOTE: For Bar Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans.

D F

HH

E D

B C B

B

B ED

H

BC

No. of Laps = N

JJJJJJ

B

C

D

E

F

H

K

45° Typical

Number of C's = N-1

Number of B's = 2N-1

Number of D's = N-1

Number of Beams or Walls = N

B

F B C B D B E

H

Diameter

Outside Core

Spiral

R

C

B

D

R

C

D E

C

B

D

D

B

E

R

C

Ø

Unit Price for Reinf. Steel (Substructure)

Splices shall be included in the Contract

1.5 turns. Cost of Channel Spacers and

Splices may be accomplished by lapping

Top and Bottom of columns

N = Total number of closed turns at

B = Overall Height

C = Pitch

B

C D

E

B

C C

Threads

B

D C

E

F

D

B

C

E

E F

H J

B

DC

B D

E

C

B

D

C

E

E F

D C

B E F

D C

B H

Ø Style 6 = No Hook

Threads

C

B

A

D

B

C

45° Typical

Number of C's = N-2

Number of B's = 2N-2

Number of D's = N-1

Walls = N

Number of Beams or

B

R=C

B

D

R=C

B

Circle lafH

D E

CB

F

F

E

H

J

K

B

D

C

D E

FCB

H

E D

CB

J

H

F

G

B

A

B

A

B

C C

B

D C

B

Ø

B

N

D

C C

B

C

B

D

N Ø

Ø Ø E B D B C B D B

H

C B D B F

C

B

G

A

ED

B

E

F

C

DB

E

D

C

B

EDC

B

E

D

C

G

A

C

BR

C

RA C= BC

B

No. of Laps = N

B

All Dimensions are out-to-out.

* Dimension is approximate.

STYLE 6 = NO HOOK

6"

9"

8"

3"

4"4"

6"

1'-0"

1'-2"

1'-4"

4STYLE

6"#8

#7

#6

#5

2"#4

#3

D e ta il in g D im

D d

D

A or G

H o o k

A o r G

D e ta il in g D im

D d D

H

3'-5"

2'-7"

2'-0"

1'-10"

1'-7"

1'-4"

1'-2"

1'-0"

10"

8"

6"3"

4"

5"

6"

7"

8"

3'-0"

2'-3"

1'-7"

1'-5"

1'-3"

11"

10"

8"

7"

6"

5"

3"

6"

12"

24"#18

#14

STYLE

#11

#10

#9

#8

#7

#6

#5

#4

#3 d J

D

Detailing Dim. Hook

A or G

Detailing Dim.

d

A o r G

90°

D

HOOK DETAILS

180° HOOKS

D

180°

BAR

SIZE A OR G J A OR G

90° HOOKS

90°

STIRRUPS (TIES SIMILAR)

135°

90° HOOKS 135° HOOKS

H *A or GA or G D

SIZE

BAR

TYPE 43TYPE 42TYPE 41TYPE 40

TYPE 34 TYPE 35 TYPE 36 TYPE 37 TYPE 38 TYPE 39

TYPE 33TYPE 32TYPE 31TYPE 30TYPE 29TYPE 28TYPE 27TYPE 26

TYPE 25

TYPE 17 TYPE 18 TYPE 19 TYPE 20 TYPE 21

TYPE 22 TYPE 23 TYPE 24

TYPE 16

TYPE 15TYPE 14TYPE 13TYPE 12TYPE 1 1TYPE 10

TYPE 1 TYPE 2 TYPE 3

TYPE 4 TYPE 5 TYPE 6 TYPE 7 TYPE 8 TYPE 9

"Ɓ5

"ƀ4

"ƀ2

"ƀ1

"ƀ4

"ƀ10

"ƀ5

"ƀ4

"ƀ2

"Ƃ3

"ƀ4

"Ɓ5

"ƀ2'-4

"Ƃ1'-9

"Ƃ1'-2

"Ɓ1'-1

"Ƃ11

"Ɓ18

"Ƃ10

"ƀ9

"Ɓ5

"ƀ4

"Ƃ3

"Ɓ2

H

STIRRUP & TIE HOOK DIMENSIONS

D

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DETAILS AND NOTES 1 3 450-45004/01/23

FLORIDA SLAB BEAM TYPICAL

6"

� Beam� Beam

Ø = 90° Ø = 90° 60° ≤ Ø < 90°

60° ≤ Ø < 90°

6"

6"

� Beam

60° ≤ Ø < 90°

60° ≤ Ø < 90°

6"

Dim. L

Dim. L

Negative Grade or Horizontal Grade similar.)

(Beam on a Positive Grade shown; Beam on a

SCHEMATIC SIDE ELEVATION OF BEAM

Direction of Stationing

END 1 END 2

CASE 3

Direction of Stationing

END 2END 1

CASE 1

SCHEMATIC PLAN VIEWS AT BEAM ENDS

Direction of Stationing

END 2END 1

CASE 2

full protection systems. See shop drawings for details and spacings.

9. Embedment of Safety Line Anchorage Devices are permitted to accommodate surface with Ɓ" amplitude.

8. Rake the top surface of the Slab Beams transversely to provide a roughened

7. Bars 5E1 correspond to interior FSBs, and 5E2 correspond to exterior FSBs.

6. Bars 4D1 & 6Y1 correspond to END 1, and 4D2 & 6Y2 correspond to END 2.

Beam - Table of Variables in Structures Plans.

5. For referenced Dimensions, Angles and Case Numbers, see Florida Slab shall be 2".

4. Unless otherwise noted, the minimum concrete cover for reinforcing steel stressed to 10,000 lbs. each.

3. Strands N shall be ASTM A416, Grade 250 or 270, Ƅ" Ø or larger strands,

2. All bar dimensions are out-to-out.

"width", e.g. FSB 12 x 48.

1. The abbreviated FSB designation for depth and width is FSB "depth" x

FABRICATION NOTES

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DETAILS AND NOTES

2 3 450-45004/01/23

S p a c in g

B a r

Z W

/5

W /5

¡ Beam

¡ Strands N (Typ.)

@ 3"

3 Spaces

Max.

1'-0"

(Shift Bar 4D Pairs longitudinally as required to clear Bars 5E)

2'-0"± Spacing

V2/2 Max.

Cover

2"

Spacing

Bar 4D Pairs

Spacing

Bar 4K Pairs

1'-0" Max. Spacing

6" Spacing

Bar 3C Spacing

Bar 5E Spacing

"±2

¡ Span

Bars 3C (Typ.)Bars 6Y

W

M in

M a x S h o w

"2 prestress strands) required to clear

3 Bars 5Z (Shift as

Bar 4D1 or 4D2 Pairs Bar 5E**

Field Cut

Bar 4K Pairs (Typ.)

(Typ. except as noted)

Bar 4D3 Pairs

Strands N (Typ.)Bars 5E (Typ.)

Pairs

¡ Bar 4K

Pairs

¡ Bar 4K

W /2

W

/2

(T y p

(T y p

Ø = 90°

10" Max.

4" Min.

Shift as required٭٭٭

S1 Spaces @ V1±

Shift as required٭٭٭

S2 Spaces @ V2± for Bars 5E Details.

See Indexes 450-451, 450-452 and 450-453

Table of Variables in Structures Plans.

spaces S1 & S2, see Florida Slab Beam -

For Dimensions V1, V2 & W and number of

CROSS REFERENCE:

and 5E.

required to clear Bar 4D Pairs and Bars 3C

Shift Bar 4K Pairs longitudinally as ٭٭٭

Pairs and Bar 4K Pairs.

rotated Bars 5E as required to clear Bar 4D

At Beam ends, use number of field cut and **

Measured to Working Points. *

(INTERIOR BEAM SHOWN, EXTERIOR BEAM SIMILAR, SEE BARS 5E DETAILS)

(END 1 SHOWN, END 2 SIMILAR)

PARTIAL PLAN VIEW Ø = 90°

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DETAILS AND NOTES 3 3 450-45004/01/23

¡ Beam

S p a c in g

B a r

Z W

/5

W /5

Min.

"2

Co ve r

2"

@ 3"

3 Spaces

2'-0"±

Max.

1'-0"

Min.

V1±

(Shift Bar 4D Pairs longitudinally as required to clear Bars 5E)

2'-0"± Spacing

Bars 6Y

"±2

1'-0" Max. Spacing

6" Spacing prestress strands) required to clear

3 Bars 5Z (Shift as

Ø

¡ Strand N

¡ Strand N

W /2

W

/2

¡ Bar 4K Pairs

¡ Bar 4K Pairs

Measured along ¡ Bar 4K Pairs

Bar 4K Pairs Spacing

Measured along ¡ Beam

Bar 4D Pairs Spacing top of side forms

Measured along

Bar 5E Spacing top of side forms

Measured along

Bar 3C Spacing

@ V1 Max.

2 Spaces or 3 Spaces

Bar 3C to provide cover

Field Bend Field Cut

Bars 5E**

Field Cut

¡ Span

Bars 3C (Typ.)

¡ Bar 4K Pairs

Measured along

Bar 4K Pairs Spacing

Bars 3C**

Field Cut

Field Cut Bar 3C**

(T y p

(T y p

W

M in

M a x

S h o w n

@ V2±

S2 Spaces

V2/2 Max.

Bars 5E (Typ.) Strands N (Typ.) Bars 5E**

Field Cut (Typ. except as noted)

Bar 4D3 Pairs

4D2 Pairs

Bar 4D1 or

Bar 4K Pairs (Typ.)

10" Max.

4" Min.

Shift as required٭٭٭

S1 Spaces @ V1±

4D Pairs and Bars 3C and 5E.

Shift Bar 4K Pairs longitudinally as required to clear Bar ٭٭٭ and 5E as required to clear Bar 4D Pairs and Bar 4K Pairs.

At Beam ends, use number of field cut and rotated Bars 3C **

Measured to Working Points. *

See Indexes 450-451, 450-452 and 450-453 for Bars 5E Details.

see Florida Slab Beam - Table of Variables in Structures Plans.

For Dimensions V1, V2 & W, Angle Ø and number of spaces S1 & S2, CROSS REFERENCE:

PARTIAL PLAN VIEW 60° ≤ Ø < 90°

(INTERIOR BEAM SHOWN, EXTERIOR BEAM SIMILAR, SEE BARS 5E DETAILS)

(END 1 SHOWN, END 2 SIMILAR)

Shift as required٭٭٭

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12" FLORIDA SLAB BEAM

1 1

450-45111/01/20

6"

W/2 W/2

W

6"

"8

Cover

2"

Cover

"8

1'-0"1'-0"

Bar 4K Pairs

2" Chamfer

Bars 3C

2" Chamfer

Bars 5E2

"2

Working Point

L = Beam Casting Length

Bars 5Z

Field Cut

Location of

Field Cut

Location of

" Chamfer4

" Chamfer2

2'-0"

2'-0"

8"

"2

C = W - 4

Ø (see Table)

180° - Ø

Y

W ƀ s in Ø

3½"

5"

5"

3½" strand position*

¡ outermost

¡ Strand N &

FSB Flange

W

Bars 5E, See Details

¡ Strands N strand position*

¡ outermost

¡ Strand N &

¡ Beam

See Flange Detail

" Fillet4

(B o tt o m

C o v e r

E = W - 3½"

E = W - 2"

¡ Strands N

(Typ.)

" Chamfer2

Bars 6Y or 4D3 Pairs

Bar 4D1, 4D2

Bar 4K Pairs (Typ.)

(Typ.)

Bars 5E

Bars 3C (Typ.)

C/2C/2

E/2E/2

" � (Typ.)2

2" �

2" �

D = W/2

D = (W/2) / sin Ø

(Typ.)

" �2

Typ.)

Pairs ( Bar 4D

W/2 W/2

W

6"

"8

Cover

2"

1'-0"1'-0"

Bar 4K Pairs

Bars 3C

2" Chamfer strand position*

¡ outermost

¡ Strand N &

Bars 5E, See Details

¡ Strands N strand position*

¡ outermost

¡ Strand N &

¡ Beam

See Flange Detail

(B o tt o m

C o v e r

¡ Strands N or 4D3 Pairs

Bar 4D1, 4D2 ƀ" Chamfer

2" Cover

(Min.)

(Sides)

TYPICAL SECTION

MARK SIZE

NUMBERS

NOTE NUMBER

REQUIRED

LENGTH

(NOTE 1)

FOR ONE BEAM ONLY

Varies3C

D1

D2

D3

E1

K

N

Z

Y2

Y1

Note 3

See

Varies

Varies

Varies

Varies

Varies

See Table

See Table

2 (End 1)

2 (End 2)

See Table

"2 14'-6

Varies

(See Note 1)BENDING DIAGRAMS

BARS 6Y1 & 6Y2

Bars 5E

Field Cut

Bars 3C

Field Cut

Bars 3C

BARS 3C

Bars 4D3

Bars 4D1 or 4D2

10 (End 1)

10 (End 2)

ELEVATION

Direction of Stationing

END 1 END 2

FLANGE DETAIL

See Table

Varies

Interior Side

Exterior Side

Exterior Side

Interior Side

(TYPICAL BOTH SIDES OF FSB)

(INTERIOR BEAM SHOWN; EXTERIOR BEAM SIMILAR, SEE BARS 5E DETAILS)

Bars 5E2

Bars 5E1

E2 5 See Table Varies

S p a c in g

B a r

Y

EXTERIOR BEAMS**

and Dim R to compensate for elastic and time dependent shortening effects)

(Overall Length of Beam along ¡ Beam including length increase as required for Beam placed on grade

2'-5"

STIRRUP BARS 4D1, 4D2 & 4D3

BARS 4K

STIRRUP

STIRRUP BARS 5Z

STIRRUP BARS 5E1 & 5E2

(Typ.)

(Typ.)

BARS 5E DETAIL

OPTIONAL EXTERIOR BEAM SECTION***

BILL OF REINFORCING BARS

Beam Section may be used.

*** At the Contractor's option, the Optional Exterior cover to the coping line.

bent on the exterior side of the Beam to provide the specified

Beams may be used for Exterior Beams and the Bars 5E field

At the Contractor's option, the Detail as shown for Interior **

Structures Plans.

Pattern on Florida Slab Beams - Table of Variables in

For ¡ of outermost strand positions, see corresponding Strand *

For referenced notes, see Index 450-450, Sheet 1.

Beam - Table of Variables in Structures Plans.

For Dimensions C, D, E, L, R, W & Y and Angle Ø, see Florida Slab

Table of Variables in Structures Plans.

Work this Index with Index 450-450 and Florida Slab Beams -

NOTES:

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SQUARE PRESTRESSED CONCRETE PILES

- TYPICAL DETAILS & NOTES

1 1 455-00111/01/22

W3.4 (All others)

W4.0 (30" Piles)

Spiral Ties -

C o v e r

Cover

3"

(Feet)

Length

Pile

Maximum

Transportation Detail

Required Storage and

TYPICAL COVER

DETAIL SHOWING

FOR MOLD FORMS

TYPICAL PILE SHAPE

Compound or an Epoxy Mortar as recommended by the Manufacturer.

Epoxy Compound in accordance with Specification Section 926. Use an Epoxy Bonding

6. Pile Splices: Fill dowel holes and form the joint between pile sections with a Type AB

B. One full turn required for spiral splices.

A. Tie each wrap of the spiral strand to a minimum of two corner strands.

5. Spiral Ties:

under final conditions in accordance with Specification Section 450.

C. Protect all strands permanently exposed to the environment and not embedded

B. Prestressing Strands: Meet the requirements of Specification Section 933.

A. Bars: Meet the requirements of Specification Section 415.

4. Carbon-Steel Reinforcing:

B. High Moment Capacity Piles: 6,500 psi minimum.

A. Piles: 4,000 psi minimum.

3. Concrete strength at time of prestress transfer:

the use of Highly Reactive Pozzolans is required.

C. See “GENERAL NOTES” in the Structures Plans for locations where

B. High Capacity Splice Collar: Class V.

(Index 455-031).

A. Piles: Class V, except use Class VI for High Moment Capacity Pile

2. Concrete:

the Structures Plans.

Capacity Square Prestressed Concrete Pile (Index 455-031) and the Pile Data Table in

Prestressed Concrete Pile Standards (Index 455-012 thru 455-030), the High Moment

1. Work this Index with the Square Prestressed Concrete Pile Splices (Index 455-002), the

L

Chamfer (Typ.)

" 4

31" Rad. or

" Max.4

D

" Max.4

D

" Max.4

D

" Max.4

48 52

107 121

68 87

2, 3, or 4 point

2, 3, or 4 point

3 or 4 point 3 Point

2 Point

1 Point

Support Points

Tie Down and0.21L0.58L

L

0.21L

0.145L 0.355L

L

0.355L 0.145L Tie Down and

Support Points

Tie Down and

Support Points

0.107L0.262L0.262L0.262L0.107L

Pick-up Points

0.145L

L

0.355L0.355L0.145L

L

Pick-up Points

0.21L0.58L0.21L

L

Pick-up Point

0.3L0.7L

PRESTRESSED CONCRETE PILE NOTES:

2-POINT SUPPORT

3-POINT SUPPORT

4-POINT SUPPORT

STORAGE AND TRANSPORTATION SUPPORT DETAILSPILE PICK-UP DETAILS

3-POINT PICK-UP

2-POINT PICK-UP

1-POINT PICK-UP

TABLE OF MAXIMUM PILE PICK-UP AND SUPPORT LENGTHS

D = Square Pile Size (inches)

24 30181412 Pick-Up Detail

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SQUARE PRESTRESSED CONCRETE PILE SPLICES

11/01/22 1 1 455-002 dowels in place to fill hole with

Epoxy compound

(see Splice Details) preformed holes

" Ø Drilled orƂ1

Dowels

No. 10 epoxy compound

Form to retain

Full epoxy compound joint

See Section F-F.

steel cast with pile.

Auxiliary reinforcing

Detail A

See

Dowels

No. 10

Detail A

See

Dowels

No. 10

Build-up

Full length of

No. 10 Dowels

Detail A

See

BEFORE BONDING

SPLICE

PILE SPLICE DETAIL

PRESTRESSED PRECAST

DRIVABLE PLANNED

PILE SPLICE DETAIL

PRESTRESSED PRECAST

DRIVABLE UNPLANNED

pile (see Note No. 4)

4'-2" long, in driven

Preformed holes, required flat surface

No chamfer, compound joint

Full epoxy

PILE BUILD-UP DETAIL

REINFORCED C-I-P

UNPLANNED

or Footing

Bent Cap, Pile Cap

C-I-P Concrete

Elevation

Pile Cut-off

See Note 5.

Elevation;

Pile cut-off

Cap/ Footing to

Extended into

No. 10 Dowels

-0

M a x development as approved by the Engineer.

5. For tension piles where top of Prestressed Pile is less than 3 feet below Pile Cut-off Elevation, extend No. 10 Dowels into cap beyond Pile Cut-off Elevation to achieve

Use 2" diameter ducts with a minimum corrugation (rib) height of 0.12 in. fabricated with either welded or interlocked seams. Galvanizing of welded seams is not required.

holes; use either removable preforming material or stay-in-place corrugated galvanized steel ducts meeting ASTM Specification A653, Coating Designation G90, 26 gauge.

4. When preformed dowel holes are used, continue the 1" spiral tie pitch to 4'-0" below the head of the pile, See Index 455-018, 455-020 & 455-024. For preformed

Mechanical Pile Splices on the Approved Products List (APL).

3. When pile splices are necessary due to shipping and handling limitations, use the "Drivable Planned Prestressed Precast Splice Detail" or

2. Prestressing strands, spiral ties and/or reinforcement are not shown for clarity.

1. For Sections D-D, E-E, & F-F see Index 455-012 thru 455-030 for applicable concrete pile size and Pile Splice Reinforcement Details.

NOTES:

PILE BUILD-UP DETAIL

REINFORCED PRECAST

NON-DRIVABLE UNPLANNED

AFTER BONDING

SPLICE

D ri v e n p re s tr e s s e d p il e

D o w e l E x te n s io n

P lu s ƅ

D o w e l e x te n s io n

B u il d

-u p s e c ti o n

S p li c e o r

Gasket ƀ

(f in a l th ic k n e s s ƅ

(a p p li e d

D o w e l e x te n s io n

D ri v e n p re s tr e s s e d p il e

M in im u m

S p li c e S e c ti o n

S p li c e s e c ti o n

D o w e l e x te n s io n

D ri v e n p re s tr e s s e d p il e

(T y p

S p li c e s e c ti o n

M in im u m

S p li c e S e c ti o n

1" Cover at End

P il e

B u il d

-u p

D ri v e n p re s tr e s s e d p il e

(T y p

D o w e l e x te n s io n

DETAIL A

E

FF

E

EEDD

M in im u m

M a x im u m

P il e B u il d -u p

(T y p

D o w e l E m b e d m e n t

DD

Build-up

C-I-P Pile

Prestressed Pile

Top of

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18" SQUARE PRESTRESSED CONCRETE PILE

01/01/12 1 1 455-018

Strands

Prestressing Dowels

8 ~ No. 10 to clear strands)

(shift as required

(10'-6" long)

8 ~ No. 9 Bars

(Typ.)

3" Cover

Spiral Ties

W3.4

Strands

Prestressing

Dowels

8 ~ No. 10

(Typ.)

3" Cover

Spiral Ties

W3.4

Dowels

8 ~ No. 10

(Full Length)

4 ~ No. 8 Bars

(Typ.)

3" Cover

Spiral Ties

W3.4

Strand Patterns

See Alternate

(Typ.)

3" Cover

Spacing

Spiral Tie

" Ø, Grade 270 LRS, at 17 kips8

24 ~

" Ø, Grade 270 LRS, at 21 kips16

20 ~

" Ø, Grade 270 LRS, at 26 kips2

16 ~

" Ø (Special), Grade 270 LRS, at 34 kips2

12 ~

12 ~ 0.6" Ø, Grade 270 LRS, at 35 kips

6" pitch, full length

W3.4 Spiral Ties @ concrete section of the pile.

The total strand…