4427 search results for fla

E4Y11

, multi-post, panel, internally-illuminated, beacon, flashing beacon, object marker, delineator, work

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/jun12/e4y11.pdf?sfvrsn=ad1c893e_1

Manual on Uniform Traffic Control Devices

Bicycle Turn Boxes (Central Office approval needed) IA-21:Optional Use of Rectangular Rapid Flashing

https://www.fdot.gov/traffic/trafficservices/mutcd.shtm

E4Y15

-post, panel, internally-illuminated, beacon, flashing beacon, work zone), pavement markings (raised

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/aug1/e4y15.pdf?sfvrsn=358a154d_1

Central Florida Safety Summit 2025

International Speedway Boulevard safer after these tragedies have included adding pedestrian flashing

https://www.fdot.gov/d5safety/central-florida-safety-strategic-plan/central-florida-safety-summit-2025

2026FDM232Signalization

for the through traffic. Option #2: A flashing yellow arrow signal indication may be used. A study, crashes with flashing yellow left-turn arrows than with traditional yield-on-green signal configurations. A flashing yellow arrow must use a separate four section head positioned over the center, span assemblies may be used for flashing beacon installations. A Design Variation is required

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm232signalization.pdf?sfvrsn=ebf88f59_2

2026FDM232Signalization

for the through traffic. Option #2: A flashing yellow arrow signal indication may be used. A study, crashes with flashing yellow left-turn arrows than with traditional yield-on-green signal configurations. A flashing yellow arrow must use a separate four section head positioned over the center, span assemblies may be used for flashing beacon installations. A Design Variation is required

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm232signalization.pdf?sfvrsn=b6e7138d_1

D1-11-07-2024BSN

ASSEM SRT-350/8 (REPL GUARDRAIL BEAM) EA 2.000 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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/d1-11-07-2024bsn.pdf?sfvrsn=53a79e61_1

D1-01-16-25BSN

-FLARED APPROACH TERMINAL, REPLACE, NCHRP 350 EA 5.000 E536- 6-424 END ANCHORAGE ASSEM (REPLACE, ASSEM SRT-350/8 (REPL GUARDRAIL BEAM) EA 2.000 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 E544- 76- 2 CRASH CUSHION (CLEAN & INSPECT) EA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/d1-01-16-25bsn.pdf?sfvrsn=c1ef144a_1

SPI-521-404

for approach ends of existing bridges with flat slab type superstructures and narrow curb post and beam, Transition. Scheme 4 - Applicable for approach ends of existing bridges with flat slab type, Approach Transition. Scheme 5 - Applicable for approach ends of existing bridges with beam, girder or flat, or flat slab type superstructures and either narrow or recessed curb post and beam railings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-521-404.pdf?sfvrsn=c89751_1

715-010IntReviewPkg

Plate Bolt Circle Measured Flat to Flat Base Diameters Tip Diameters or Thickness Wall 0.6 x, Circle Measured Flat to Flat Base Diameters Tip Diameters or T 0.6 x T Center of Arm 5 " 7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-010intreviewpkg.pdf?sfvrsn=33c4128_1

715-010IndReviewPkg

Plate Bolt Circle Measured Flat to Flat Base Diameters Tip Diameters or Thickness Wall 0.6 x, Circle Measured Flat to Flat Base Diameters Tip Diameters or T 0.6 x T Center of Arm 5 " 7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-010indreviewpkg.pdf?sfvrsn=54f0c26_1

715-010FHWAReviewPkg

Plate Bolt Circle Measured Flat to Flat Base Diameters Tip Diameters or Thickness Wall 0.6 x, Circle Measured Flat to Flat Base Diameters Tip Diameters or T 0.6 x T Center of Arm 5 " 7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-010fhwareviewpkg.pdf?sfvrsn=6b3ee6ed_1

715-010FHWAApproved

Plate Bolt Circle Measured Flat to Flat Base Diameters Tip Diameters or Thickness Wall 0.6 x, Circle Measured Flat to Flat Base Diameters Tip Diameters or T 0.6 x T Center of Arm 5 " 7

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/715-010fhwaapproved.pdf?sfvrsn=bc58dab_1

SPI-521-404

for approach ends of existing bridges with flat slab type superstructures and narrow curb post and beam, Transition. Scheme 4 - Applicable for approach ends of existing bridges with flat slab type, Approach Transition. Scheme 5 - Applicable for approach ends of existing bridges with beam, girder or flat, or flat slab type superstructures and either narrow or recessed curb post and beam railings

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-404.pdf?sfvrsn=d835826f_1
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