4423 search results for fla
ICYMI - Governor DeSantis Issues Updates on State Response - Hurricane Debby Makes Landfall as a Category 1 in the Big Bend
in the Big Bend TALLAHASSEE, Fla.— Today, Governor DeSantis provided updates on Hurricane Debby, are encouraged to call 1-800-HELP-FLA to report water-contaminated fuel issues to the department, (FlaWARN), the Florida Rural Water Association and other response agencies to ensure
https://www.fdot.gov/info/co/news/2024/0805202487072000_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_12025-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_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_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_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_1SS9710000
* Shore Durometer, A2 40 75 Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92, ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, not exceed 5.0% at the end of the three year service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion, - Flash Point ASTM D 92 475ºF - *The durometer and panel shall be at 90ºF with a 4.4 lb load applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9710000.pdf?sfvrsn=4a02f398_0SS9710000
Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF - *The durometer and panel shall, D 2240* Shore Durometer, A2 65 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point, service life. Durability shall also include flattening of the profile or raised portions of the line. The flattening of the profile or raised portion of the line shall not exceed 25% at the end, 40 - Impact Resistance ASTM D 256, Method A 1.0 N·m - Flash Point ASTM D 92 475ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9710000.pdf?sfvrsn=df264713_05710300.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_0rdb14-18
Information for Traffic Control Through Zones 1 of 13 Added Automated Flagger Assistance Device, Roadside Flashing Beacon Assembly 1 of 7 Changed the Anchor Bolt length to 18”; Changed Note #5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdb14-18.pdf?sfvrsn=7c5c7d5a_19950207-122impl
D3363, and ASTM D522. Surface erosion, flaking, or oxidation must not occur within the normal life, ASTM D1525 3. Brittleness Temperature: Below -200 F (-129 C), as per ASTM D746 4. Flammability, (152 – 163°C) ASTM D 1525 Brittleness Temp. Below -200°F (-129°C) ASTM D 746 Flammability Self
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9950207-122impl.pdf?sfvrsn=6574a4e4_2