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District 5 Documents

Districtwide Public Hearing Summary 2027-2031 Brevard County Public Hearing Summary 2027-2031 Flagler, Public Hearing Summary 2023-2027 Brevard County Public Hearing Summary Flagler County 2026-2030 Flagler County Public Hearing Summary 2025-2029 Flagler County Public Hearing Summary 2024-2028 Flagler County Public Hearing Summary 2023-2027 Flagler County Public Hearing Summary Lake County 2026-2030

EO-23-172

determined that there is a continuing risk of dangerous storm surge, heavy rainfall, flash flooding, , DeSoto, Dixie, Duval, Flagler, Franklin, Gadsden, Gilchrist, Gulf, Hamilton, Hardee, Hernando

EO-23-175

risk of dangerous storm surge, heavy rainfall, flash flooding, strong winds, hazardous seas, , Brevard, Calhoun, Charlotte, Citrus, Clay, Collier, Columbia, DeSoto, Dixie, Duval, Flagler, Franklin

FLEAT 350 Inspection Checklist

 FLEAT 350 INSPECTION CHECKLIST Page 1 of 2 Inventory ID District County State Road Number Section Sub-Section Roadway ID Mile Post Compliant Guardrail Terminal Element YES NO 1. The rail height is in accordance with the plans (generally 27-3/4" above the edge of the shoulder). 2. The rail at post #1 is placed at a straight flare (offset between 2’-6” & 4'-0") over the 37’-6” terminal length. 3. The rail is not attached to the post at post location #3 or post location #1. 4

FDOTSS4CDModelingAtIntersectionsPres

. Use CurbTypeElinear template where necessary 4. Edit linear template at flare outs, add HFC 5. Use

6870000.origind

and material needed to provide a fully functioning flashing beacon system. Ensure that the flashing beacons use a NEMA-rated flasher circuit. Ensure that the flashing beacons can be operated, signage with flashing beacons to notify motorists of active HAR broadcasts. Ensure that the highway, . 687-2.7 HAR Sign and Flashing Beacons: Ensure HAR system is able to activate flashing beacons, , and flashing beacon controller unless otherwise shown in the Plans. Ensure that cabinets meet NEMA 3R

testdata

Aggregate Gradation. Always enter the FM 1-T 011 test data first. 4. Errors/Warnings MAC flags, is 5,000 g. If you enter anything less MAC flags an ERROR in red type. In this case, more aggregate, is made, for example, entering a “Mass After Wash” that is larger than “Mass Before Wash”, MAC flags, are programmed in the MAC Test and will flag when the data is entered. Page 23 of 23 8. General Errors MAC is programmed with other flags as previously noted. These flags appear when values entered

Chapter 5 - Special Operational Topics

in a flashing pattern (50 to 60 flash periods per minute). When installing IRWLs with overhead or post-mounted, 4-foot width of grassed or stabilized, relatively flat area beyond the outside edge of sidewalks, traffic control device that alternately directs traffic to stop and flashes a RED indication, a minimum of two faces for each major street approach. Rectangular Rapid Flashing Beacon (RRFB): A pedestrian- or bicyclist-actuated traffic control device with two rapidly and alternately flashing

2026 TEM---Chapter 5 - Special Operational Topics

. Operate IRWLs in a flashing pattern (50 to 60 flash periods per minute). When installing IRWLs, a minimum 4-foot width of grassed or stabilized, relatively flat area beyond the outside edge, directs traffic to stop and flashes a RED indication during the pedestrian clearance interval, . Rectangular Rapid Flashing Beacon (RRFB): A non-motorist-actuated traffic control device with two rapidly and alternately flashing rectangular yellow indications that function as a warning beacon

20-08-BrackenRightofWay

government acquisitions with an agreement • Maintained Right of Way (shield not a sword) Fla. Stat. 95.361, Estimates are Exempt from Public Records. Section Fla. • Stat. 11 9 .0711 R/W Cost Estimates 8 Cost, a ct Example The Parent Tr a c t 15 Example of Parent Tr a c t Impact • Tw o parcels flagged, to contest modifications under 14-96, Fla. A d m . Code • Replace driveways In Kind—meaning in terms

E1W56-R0BidTabs

TREATMENT-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 5.000 EA 1,750.00000 8,750.00 2,200.00000, TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH 5.000 EA 1,750.00000 8,750.00 2,000.00000, 5.00000 7,500.00 0145 E536322501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) 10.000 EA 60.00000 600.00 400.00000 4,000.00 100.00000 1,000.00 0150 E536322502 END ANCHOR ASSEM FLARED (REPL, END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) 10.000 EA 100.00000 1,000.00 125.00000 1,250.00

E1X48-R0

E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 2.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 2.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 2.000 E536-322-506 END ANCHOR ASSEM FLARED (REPL GUARDRAIL BEAM) EA 2.000 Page 13 Bid

E3Y69-R0

ANCHOR ASSEM TYPE II (REPL FLARED END SECT) EA 1.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND, E536-303-503 END ANCHOR ASSEM CRT (REPL BUFFER END SECTION) EA 1.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 10.000 E536-322-503 END ANCHOR ASSEM FLARED (REPL BUFFER END SECT) EA 1.000 E536-322-508 END ANCHOR ASSEM FLARED (REPL TIMBER BREAK POST) EA 10.000 E536-322-515 END ANCHOR ASSEM FLARED (REPL AMBER REFLECT SHEET) EA 1.000 E536-324-517 END ANCHOR ASSEM PARALLEL (REPL SHORT

oom_20240630_floridabridgeinformation_3rdqtr

FloridaFlagler730058 State Highway AgencySR-100 WB over IWWSR-100 WB9,200IWW Flagler Beach1996 5/15/202399.399.08 Central FloridaFlagler730059 State Highway AgencySR-100 EB over IWWSR-100 EB9,200IWW Flagler

Reeval Regs Laws Checklist_2025-0916

fdot-bdv31-977-121-rpt

to Brittany Maskley, Dr. Flavia Gallo, and the University of Florida Powell Family Structures and Materials, . Despite the chosen joining technique, any deficient procedure may induce flaws, which must, to the corrosion of steel pipes to detect flaws [5]. IR-TNDT can record the temperature distributions, is the melting of the base metal near the weld toe or root that occurs during welding and results in a flaw, of electrical components to the corrosion of steel pipes to detect faults or flaws [5]. The concept

fdot-bdv29-977-60-rpt

of Civil and Environmental Engineering Florida International University 10555 West Flagler Street, and Environmental Engineering Florida International University 10555 West Flagler Street, EC 3680, Miami, , TransLoc, Inc.  Mr. John Eng, Chief Marketing Officer, Swiftly, Inc.  Ms. Flavie Gagnon, Product

6700000.FHWA

differentiate intersection control beacons from other types of flashing beacons and to replace, ASSEMBLYIES 670-1 Description. Furnish and Iinstall a traffic controller assembly or flashing, or flashing intersection control beacon controller assembly listed on the Department’s Approved Product List (APL). Ensure that the traffic controller assembly or flashing intersection control beacon, assembly or flashing intersection control beacon controller assembly, furnished and installed

654-001-IndustryReviewResponse

 Industry Review Comments and Responses FDOT – Standard Plans 1 Index 654-001 Rectangular Rapid Flashing Beacon Assembly ORIGINATION Date: 7/7/25 Name: Dibakar Saha Phone: (850)410-5417 Email: dibakar.saha@dot.state.fl.us COMMENTARY Updated W16-7P and Rectangular Rapid Flashing Beacon (RRFB) depiction to more accurately represent dimensions. As W16-7P dimensions depend on the size of W11-2 sign panel, a note 13 was added to send the user to Standard Plans Index 700-010

2024FDM213ModRoundabout

of the intersection should be as flat as practical to allow the circulatory roadway pavement to slope, roadway and receiving lane as shown in Figure 213.4.1 . Providing a flat exit radius also helps, overlap. The potential for increased speeds associated with a flatter exit design should be considered, and R5) that provides the smoothest and flattest path possible for a single vehicle (assumed 6 feet, for pedestrians. Provide flat exit geometry when no pedestrian facilities are present. 213.8