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2025-ADA
222.2.4 At-Grade Railroad Crossings - Flangeway gaps are necessary to allow the passage of train wheel flanges ; however, they pose a potential hazard to pedestrians who use wheelchairs, where sidewalk intersects urban flared driveways or on sidewalks that run continuously through, the driveway , consider shortening the driveway apron with the appropriate flared driveway. See FDM, of flared driveways depend on roadway geometry , design vehicles , sidewalk width , shareduse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-fall-construction-academy/2025-ada.pdf?sfvrsn=aebab46b_14-ADA in Design, Construction & Maintenance
222.2.4 At-Grade Railroad Crossings - Flangeway gaps are necessary to allow the passage of train wheel flanges ; however, they pose a potential hazard to pedestrians who use wheelchairs, where sidewalk intersects urban flared driveways or on sidewalks that run continuously through, the driveway , consider shortening the driveway apron with the appropriate flared driveway. See FDM, of flared driveways depend on roadway geometry , design vehicles , sidewalk width , shareduse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/4-ada-in-design-construction-maintenance.pdf?sfvrsn=2c67f0a6_1Exhibit 913-4
" CURB TYPE E 12" SIDEWALK CONCRETE CURB TYPE F NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY, 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY OWNER DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-4.pdf?sfvrsn=9e523a7_1Redlines Exhibit 913-4
" CURB TYPE E 12" SIDEWALK CONCRETE CURB TYPE F NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY, 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY OWNER DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-4.pdf?sfvrsn=6e0c07c8_1Exhibit 913-4
" CURB TYPE E 12" SIDEWALK CONCRETE CURB TYPE F NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY, 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2 OR TO SUIT PROPERTY OWNER DATE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-913-4.pdf?sfvrsn=b317d759_1Exhibit 913-4
F 12" AND GUTTER CURB TYPE E 12" SIDEWALK CONCRETE CURB AND GUTTER TYPE F NOT FLATTER, " NATURAL GROUND TRAVEL LANES 22' LANE BIKE 7' 11' 11' 5'-9" NOT FLATTER THAN 1:6 1:2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-4.pdf?sfvrsn=c250d5cb_1Mobility Week Partners
Citrus Clay Collier Columbia DeSoto Dixie Duval Escambia Flagler Franklin Gadsden, of Commerce Heartland Rides Latin Flair Events, LLC Navarre Beach Area Chamber of Commerce Okaloosa, FDOT Safety Office FDOT Target Zero Flagler County Parks & Recreation Florida Council
https://www.fdot.gov/projects/mobilityweek/mobilityweek2023partners.shtmWP FEATURED PROJECTS 2023
STREET FLAGLER DEMONSTRATION PROJECT FLAGLER STREET SMART DEMONSTRATION PROJECT In early 2022, FDOT, to provide additional data for the continuation of the Flagler Street Bus Rapid Transit study from, a resolution supporting the implementation of a Flagler Street SMART Demonstration Project, DESCRIPTION PROJECT SCOPE STATUS PROJECT NUMBER FLAGLER STREET PD&E SR 968/FLAGLER STREET PREMIUM, - Flagler Street and SW 1 Street from 24 Avenue to 6 Avenue. Based on the TPO Resolution of support
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d6_documents/wp-featured-projects-2023.pdf?sfvrsn=f4151df9_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-212-3.pdf?sfvrsn=3b7e2281_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/exhibit-212-3.pdf?sfvrsn=eb52bd6f_1Exhibit 212-3
For Deceleration Length (L) See Exhibit 212-1 FLARED & PAINTED LEFT TURNS FOR 2-LANE ROADWAYS 50' (Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-212-3.pdf?sfvrsn=d2058140_187072000_3R Safety_Loc 5_SR 985 NW 107 Ave from MP 6.827 to MP 7.604 - Final S&S (1)
985/NW 107 Avenue from North of Flagler Street to North of SR 836/Dolphin Expressway Resurfacing, No. 5 SR 985/NW 107 TH AVENUE FROM NORTH OF FLAGLER STREET TO NORTH OF SR 836/DOLPHIN EXPRESSWAY, of Flagler Street to North of SR 836/Dolphin Expressway TABLE OF CONTENTS 1 INTRODUCTION, Avenue from North of Flagler Street to North of SR 836/Dolphin Expressway LIST OF TABLES TABLE 4.1, SR 985/NW 107 Avenue from North of Flagler Street to North of SR 836/Dolphin Expressway Page i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd6/25624---25613/87072000_3r-safety_loc-5_sr-985-nw-107-ave-from-mp-6-827-to-mp-7-604---final-s-s-(1).pdf?sfvrsn=e9e926c_1reference-guide-for-state-expenditures
REQUIREMENTS 75 FLAIR and MFMP Transactions 75 Purchasing Card Transactions 76 RECIPIENT/SUB-RECIPIENT, which interchanges payment data with FLAIR daily. Non-Business Day - for a public officer, which is vouchered in favor of a vendor for payment and in FLAIR lists the individual(s) to whom, Florida Accounting Information Resource (FLAIR) voucher schedule as prescribed by the Chief Financial, agencies to administer card maintenance and transaction approval with daily file interchanges to FLAIR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/reference-guide-for-state-expenditures.pdf?sfvrsn=3a2b828b_144893815201-SummaryPayItemsReport
- MOWING AC 493.680 Proposal: T1906 Description: SR 25 (US 27) FROM STITT RANCH TO FLAGHOLE RD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-summarypayitemsreport.pdf?sfvrsn=f3d04b26_1ET Plus (27) - NCHRP350 TL3 - Drawings
constructed with curb the alignment of the ET-PLUS will be flared over the first 25' at a rate of 1, the option to construct any FDOT approved parallel assembly. Where a flared end anchorage is called
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/et-plus-(27)---nchrp350-tl3---drawings.pdf?sfvrsn=f36172dd_1E6P93-R0
E536- 6-425 GUARDRAIL END TREATMENT-FLARED APPROACH TERMINAL, REPLACE, MASH EA 5.000 E536- 12-604, TYPE II (REPL FLARED END SECT) EA 1.000 E536-301-502 END ANCHOR ASSEM TYPE II (REPL ROUND END SECT) EA, HEAD) EA 6.000 E536-322-501 END ANCHOR ASSEM FLARED (REPL FLARED END SECT) EA 1.000 E536-322-502 END ANCHOR ASSEM FLARED (REPL ROUND END SECT) EA 1.000 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 4.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/e6p93-r0.pdf?sfvrsn=78fb8608_15710300.impl
having defects, tears, punctures, flaws, deterioration or other damage before, during or after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/5710300.impl.pdf?sfvrsn=9fa7b681_0FLEAT MT Inspection Checklist
FLEAT-MT 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 single-sided flare offset 2'-0" beginning at post #4. 3. The rail is not attached to the post at post location #3 or post location #1. 4. The rail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-mt-inspection-checklist.pdf?sfvrsn=1d83709a_1FLEAT SP-MGS Inspection Checklist
the FLEAT-SP-MGS are spaced at 6'-3" centers. 12. The FLEAT-SP-MGS is installed with a straight flare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-mgs-inspection-checklist.pdf?sfvrsn=87831098_1FLEAT-SP Inspection Checklist
with a straight flare (offset between 2'-6" & 4'-0") over a 37'-6" terminal length. 13.The two 5/16" x 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/fleat-sp-inspection-checklist.pdf?sfvrsn=2a8fef_1